├── .gitignore ├── 50种群500代 ├── 65 │ ├── Figure_1.png │ ├── Result.txt │ └── Result │ │ ├── Chrom.csv │ │ ├── Encoding.txt │ │ ├── Field.csv │ │ ├── FitnV.csv │ │ ├── ObjV.csv │ │ └── Phen.csv ├── 130 │ ├── Figure_1.png │ ├── Result.txt │ └── Result │ │ ├── Chrom.csv │ │ ├── Encoding.txt │ │ ├── Field.csv │ │ ├── FitnV.csv │ │ ├── ObjV.csv │ │ └── Phen.csv └── 180 │ ├── Figure_1.png │ ├── Result.txt │ └── Result │ ├── Chrom.csv │ ├── Encoding.txt │ ├── Field.csv │ ├── FitnV.csv │ ├── ObjV.csv │ └── Phen.csv ├── LICENSE ├── MyProblem.py ├── README.md ├── Reference ├── User-Equilibrium-Solution-master │ ├── LICENSE │ ├── README.md │ ├── __pycache__ │ │ ├── data.cpython-36.pyc │ │ ├── graph.cpython-36.pyc │ │ └── model.cpython-36.pyc │ ├── data.py │ ├── graph.py │ ├── main.py │ ├── model.py │ └── static │ │ ├── NETWORK.png │ │ └── user-equilibrium-solution.pdf └── t-f-algorithm │ ├── LICENSE │ ├── README.md │ ├── __pycache__ │ ├── data.cpython-36.pyc │ ├── data.cpython-37.pyc │ ├── graph.cpython-36.pyc │ ├── graph.cpython-37.pyc │ ├── model.cpython-36.pyc │ └── model.cpython-37.pyc │ ├── data.py │ ├── graph.py │ ├── main.py │ ├── model.py │ └── static │ ├── NETWORK.png │ └── user-equilibrium-solution.pdf ├── __pycache__ ├── MyProblem.cpython-37.pyc ├── graph.cpython-37.pyc └── model.cpython-37.pyc ├── graph.py ├── main.py ├── model.py ├── new-2019-2020(2)拥挤网络管理与设计课程报告评分标准.pdf ├── 拥挤网络课程报告.assets ├── Figure_130.png ├── Figure_180.png ├── Figure_65.png ├── image-20200627232335128.png ├── image-20200701234939688.png ├── image-20200701235619548.png └── image-20200702003840303.png ├── 拥挤网络课程报告.md └── 拥挤网络课程报告.pdf /.gitignore: -------------------------------------------------------------------------------- 1 | __pycache__ 2 | referenceObjV 3 | result\ of\ job\ * -------------------------------------------------------------------------------- /50种群500代/130/Figure_1.png: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/50种群500代/130/Figure_1.png -------------------------------------------------------------------------------- /50种群500代/130/Result.txt: -------------------------------------------------------------------------------- 1 | 最优的目标函数值为:1979.5645854751467 2 | 最优的决策变量值为: 3 | 变量x1: 2.89969985502791 4 | 变量x2: 2.6063993428865064 5 | 变量x3: 7.603945408667285e-05 6 | 变量x4: 2.1251041382878366 7 | 变量x5: 2.4298952032718164 8 | 有效进化代数:500 9 | 最优的一代是第 483 代 10 | 评价次数:25000 11 | 时间已过 9817.870633363724 秒 -------------------------------------------------------------------------------- /50种群500代/130/Result/Chrom.csv: -------------------------------------------------------------------------------- 1 | 2.899729311464934511e+00,2.606447157095935996e+00,1.149595749673382075e-04,2.125147759109290657e+00,2.430017254756538847e+00 2 | 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/50种群500代/130/Result/Encoding.txt: -------------------------------------------------------------------------------- 1 | RI -------------------------------------------------------------------------------- /50种群500代/130/Result/Field.csv: -------------------------------------------------------------------------------- 1 | 0.000000000000000000e+00,0.000000000000000000e+00,0.000000000000000000e+00,0.000000000000000000e+00,0.000000000000000000e+00 2 | 8.000000000000000000e+00,8.000000000000000000e+00,8.000000000000000000e+00,8.000000000000000000e+00,8.000000000000000000e+00 3 | 0.000000000000000000e+00,0.000000000000000000e+00,0.000000000000000000e+00,0.000000000000000000e+00,0.000000000000000000e+00 4 | -------------------------------------------------------------------------------- /50种群500代/130/Result/FitnV.csv: -------------------------------------------------------------------------------- 1 | 3.444851472522714175e-06 2 | 3.534113830028218217e-06 3 | 3.534355528245214373e-06 4 | 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有效进化代数:500 11 | 最优的一代是第 285 代 12 | 评价次数:25000 13 | 时间已过 12235.839149475098 秒 -------------------------------------------------------------------------------- /50种群500代/65/Result/Chrom.csv: -------------------------------------------------------------------------------- 1 | 1.223605750665543584e-01,1.099987307292495942e-01,2.136134478533880648e-05,8.536567771085240564e-02,9.762629535663377989e-02 2 | 1.223557204905843243e-01,1.099768942850336828e-01,2.819719964675712525e-05,8.525223462047117062e-02,9.756223239686670490e-02 3 | 1.223898117706373051e-01,1.099211555869868961e-01,5.709931593111394890e-05,8.516913394199092380e-02,9.751980980404117982e-02 4 | 1.223784459183415996e-01,1.099198324155376827e-01,4.993627805180886315e-05,8.522254139484586322e-02,9.757400592270962236e-02 5 | 1.224112262037556076e-01,1.099623239387581969e-01,0.000000000000000000e+00,8.524287528244919865e-02,9.759717319014218906e-02 6 | 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Of course, your program's commands 662 | might be different; for a GUI interface, you would use an "about box". 663 | 664 | You should also get your employer (if you work as a programmer) or school, 665 | if any, to sign a "copyright disclaimer" for the program, if necessary. 666 | For more information on this, and how to apply and follow the GNU GPL, see 667 | . 668 | 669 | The GNU General Public License does not permit incorporating your program 670 | into proprietary programs. If your program is a subroutine library, you 671 | may consider it more useful to permit linking proprietary applications with 672 | the library. If this is what you want to do, use the GNU Lesser General 673 | Public License instead of this License. But first, please read 674 | . 675 | -------------------------------------------------------------------------------- /MyProblem.py: -------------------------------------------------------------------------------- 1 | # -*- coding: utf-8 -*- 2 | import numpy as np 3 | import geatpy as ea 4 | """ 5 | 定义具体待优化的模型及其对应的约束条件 6 | """ 7 | 8 | 9 | class MyProblem(ea.Problem): # 继承Problem父类 10 | def __init__(self, sampleNum): # 传入种群数目/规模 11 | self.net = MyNetwork(sampleNum) # 交通网络信息类 12 | 13 | name = 'MyProblem' # 初始化name(函数名称,可以随意设置) 14 | M = 1 # 初始化M(目标维数) 15 | maxormins = [1] # 初始化maxormins(目标最小最大化标记列表,1:最小化该目标;-1:最大化该目标) 16 | Dim = self.net.varNum # 初始化Dim(决策变量维数/变量个数) 17 | varTypes = [0] * Dim # 初始化varTypes(决策变量的类型,元素为0表示对应的变量是连续的;1表示是离散的) 18 | 19 | # 下面四个变量是针对此交通网络设计的定值 20 | lb = [0]*Dim # 决策变量下界 21 | ub = [8]*Dim # 决策变量上界 22 | lbin = [1]*Dim # 决策变量下边界(0表示不包含该变量的下边界,1表示包含) 23 | ubin = [1]*Dim # 决策变量上边界(0表示不包含该变量的上边界,1表示包含) 24 | 25 | # 调用父类构造方法完成实例化 26 | ea.Problem.__init__(self, name, M, maxormins, Dim, varTypes, lb, ub, lbin, ubin) 27 | 28 | def aimFunc(self, pop): # 目标函数 29 | Vars = pop.Phen # 得到决策变量矩阵 30 | # x1 = Vars[:, [0]] 31 | # x2 = Vars[:, [1]] # 32 | # pop.ObjV = x1**2 + 3*x1 + x2**3 - x2 + 7 # 计算目标函数值,赋值给pop种群对象的ObjV属性 33 | # 采用可行性法则处理约束(注释掉则无约束) 34 | # pop.CV = np.hstack([x1 + x2 - 5, 35 | # - 2*x1 + x2 + 1]) 36 | 37 | # 目标函数的两个部分分别计算,再相加(应该是两个ndarray相加) 38 | pop.ObjV = self.net.get_obj_part1(Vars) + self.net.get_obj_part2(Vars) 39 | 40 | def calReferObjV(self): # 设定目标数参考值(本问题目标函数参考值设定为理论最优值) 41 | referenceObjV = np.array([[2.5]]) 42 | return referenceObjV 43 | 44 | def report(self): 45 | self.net.report() 46 | 47 | 48 | from model import TrafficFlowModel 49 | ''' 50 | 个人定义的网络类,用来调用实现用户均衡的package 51 | ''' 52 | class MyNetwork: 53 | def __init__(self, sampleNum): 54 | self.last_model = None 55 | self.sampleNum = sampleNum # 配合遗传算法使用的种群数量 56 | 57 | # 定义一些交通网络设计时需要的变量 58 | self.varNum = 5 # 路段数目 59 | self.Ca = [45, 40, 70, 40, 45] # 路段的原有通行能力 60 | self.T0 = [4, 6, 2, 5, 3] # 路段的零流阻抗 61 | self.Da = [2.0, 2.0, 1.5, 2.0, 2.0] # 路段的单位投资成本 62 | 63 | # Graph represented by directed dictionary 64 | # In order: first ("5", "7"), second ("5", "9"), third ("6", "7")... 65 | self.graph = [ 66 | ("1", ["2", "3"]), 67 | ("2", ["3", "4"]), 68 | ("3", ["4"]), 69 | ("4", []) 70 | ] 71 | 72 | # Origin-destination pairs 73 | self.origins = ["1"] 74 | self.destinations = ["4"] 75 | 76 | # Demand between each OD pair (Conjugated to the Cartesian 77 | # product of Origins and destinations with order) 78 | # self.demand = [65] 79 | self.demand = [130] 80 | # self.demand = [180] 81 | 82 | def __bpm(self, t0, xa, ca): 83 | return t0*(1+0.15*(xa/ca)**4) 84 | 85 | # 计算目标函数的第一部分(路段阻抗成本) 86 | def get_obj_part1(self, Vars): 87 | # Ya = {} # 新增交通量的集合 88 | # for i in range(self.varNum): 89 | # Ya[i] = Vars[:, [i]] 90 | Xa = self.__get_xa(Vars) # 各路段分配通行能力的集合 91 | Ta = 0 # 总的路段阻抗成本(是个ndarray) 92 | for i in range(self.varNum): 93 | # 当前通行能力 = 原有通行能力ca + 新增的通行能力ya 94 | Ta += (self.__bpm(self.T0[i], Xa[:, [i]], self.Ca[i]+Vars[:, [i]]) * Xa[:, [i]]) 95 | return Ta 96 | 97 | # 计算目标函数的第二部分(总投资成本) 98 | def get_obj_part2(self, Vars): 99 | Ia = 0 # 总投资成本(是个ndarray) 100 | for i in range(self.varNum): 101 | Ia += (self.Da[i] * (Vars[:, [i]]**2)) 102 | return 1.6*Ia 103 | 104 | # 下层规划模型求解:用户均衡 F-W算法 105 | def __get_xa(self, Vars): 106 | # todo 调用F-W算法求xa 107 | Xa = None 108 | for i in range(self.sampleNum): 109 | # Initialize the model by data 110 | mod = TrafficFlowModel(self.graph, self.origins, self.destinations, 111 | self.demand, self.T0, self.__get_cur_Ca(Vars[i, :])) 112 | 113 | # Change the accuracy of solution if necessary 114 | mod._conv_accuracy = 1e-3 115 | mod.set_disp_precision(3) 116 | 117 | # Solve the model by Frank-Wolfe Algorithm 118 | mod.solve() 119 | 120 | # Generate report to console(此处不建议启用) 121 | # mod.report() 122 | self.last_model = mod 123 | 124 | # Return the solution if necessary 125 | flow, link_t, path_t, v_c = mod._formatted_solution() 126 | if i == 0: 127 | Xa = flow 128 | else: 129 | Xa = np.vstack([Xa, flow]) 130 | return Xa 131 | # Xa应该是一个矩阵,97行中使用的Xa[i]应该是Xa中的第i列 132 | 133 | # 获得当前的通行能力 134 | def __get_cur_Ca(self, xa): 135 | cur_ca = xa+self.Ca 136 | return cur_ca.tolist() 137 | 138 | def report(self): 139 | self.last_model.report() -------------------------------------------------------------------------------- /README.md: -------------------------------------------------------------------------------- 1 | # Traffic-Network-Design 2 | The assignment of a transportation course for my first year as a graduate student, solved the bilevel programming problem using GA algorithm and T-F algorithm. 3 | 4 | # Quote 5 | The main repositories used in this assignment are as follows, 6 | - [GeneticAlgorithmsWithPython](https://github.com/handcraftsman/GeneticAlgorithmsWithPython) is used to solve the Traffic assignment problem —— solve User Equilibrium using F-W algorithm 7 | - [geatpy](https://github.com/geatpy-dev/geatpy) is used to calculate the optimal value of the upper objective function 8 | 9 | The version of `geatpy` I use is updated as follow: 10 | 11 | ```bash 12 | (base) [user@host Traffic-Network-Design (master ✗)]$ conda list geatpy 13 | # packages in environment at /Users/user/miniforge3: 14 | # 15 | # Name Version Build Channel 16 | geatpy 2.7.0 pypi_0 pypi 17 | ``` 18 | 19 | # HOW TO USE 20 | - Define your network information in class MyNetwork in `Myproblem.py` 21 | - Define the upper and lower bounds of the independent variable and the aimFunc in class MyProblem in `Myproblem.py` 22 | - Set the necessary parameters related to genetic algorithm in `main.py` such as NIND and myAlgorithm.MAXGEN 23 | - Run the program 24 | 25 | ```cmd 26 | python main.py 27 | ``` 28 | 29 | # More Info 30 | As this is only a homework of my own, I don't want to spend too much time on this document. 31 | For more information, please refer to the repositories I cited above. 32 | -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/LICENSE: -------------------------------------------------------------------------------- 1 | MIT License 2 | 3 | Copyright (c) 2018 Zheng Li 4 | 5 | Permission is hereby granted, free of charge, to any person obtaining a copy 6 | of this software and associated documentation files (the "Software"), to deal 7 | in the Software without restriction, including without limitation the rights 8 | to use, copy, modify, merge, publish, distribute, sublicense, and/or sell 9 | copies of the Software, and to permit persons to whom the Software is 10 | furnished to do so, subject to the following conditions: 11 | 12 | The above copyright notice and this permission notice shall be included in all 13 | copies or substantial portions of the Software. 14 | 15 | THE SOFTWARE IS PROVIDED "AS IS", WITHOUT WARRANTY OF ANY KIND, EXPRESS OR 16 | IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, 17 | FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE 18 | AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER 19 | LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, 20 | OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE 21 | SOFTWARE. 22 | -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/README.md: -------------------------------------------------------------------------------- 1 | # USER-EQUILIBRIUM-SOLUTION 2 | 3 | User equilibrium is a classical problem on the traffic flow assignment in the field of Transportation Engineering, its main idea is: Every driver cannot reduce his travel time by unilaterally change his travel route. 4 | 5 | ## THEORY OF USER EQUILIBRIUM SOLUTION 6 | 7 | Please refer to [User-Equilibrium-Solution.pdf](static/user-equilibrium-solution.pdf). 8 | 9 | ### Abstract 10 | 11 | We have given an equivalent formulation, which is a convex optimization problem, of finding user equilibrium solution in the traffic flow assignment, with proof of the equivalence. For the equivalent formulation, we have demonstrated the existence and uniqueness of minimizer. Moreover, the variant of Frank-Wolfe Algorithm is introduced for numerically solving the equivalent formulation. 12 | 13 | ### Contents 14 | 15 | + Statement of Problem 16 | + Decision Variables and Parameters 17 | + Objective and Definition of User Equilibrium 18 | + Equivalent Mathematical Formulation 19 | + Statement of Equivalent Formulation 20 | + Existence of Minimizer 21 | + Convexity of Equivalent Formulation 22 | + Review on Constrained Problems 23 | + Demonstration of Equivalence 24 | + Introduction to Frank-Wolfe Algorithm 25 | 26 | ## INSTRUCTIONS OF PROGRAM 27 | 28 | All the things are done within 3 main procedures, implement them in `main.py`: 29 | 30 | ### 1. Data input 31 | 32 | All the data must be introduced into model by the constructor `TrafficFlowModel.__init__`. 33 | 34 | ### 2. Solve 35 | 36 | Invoke `TrafficFlowModel.solve`. 37 | 38 | ### 3. Output report 39 | 40 | Invoke `TrafficFlowModel.report`. 41 | 42 | Then you can just run `$ python main.py`. 43 | 44 | ## TIPS 45 | 46 | 1. Parameters in the link performance function such as `TrafficFlowModel._alpha` and `TrafficFlowModel._beta` are directly exposed to users, one can revise them if necessary. 47 | 2. Notice the mutual correspondence between the input data while writing them into the `data.py`. 48 | 3. When the program doesn't go well, please firstly use `TrafficFlowModel.__str__` (which is already contained in `TrafficFlowModel.report`) to print all the current parameters for ensuring all the data having been introduced into model correctly. 49 | 4. In the file `main.py`, all the most-used methods of `TrafficFlowModel` class are given, which are guidelines for the user; and all functions in the repository are more or less with illustrations. 50 | 5. It happens that the travelling time of paths in each group are not approximately equal (Thanks to [@Sword-holder](https://github.com/Sword-holder) and his team members for pointing out this phenomenon), since some paths have zero flow. However, in general the number of paths is greater than that of links, which implies the linear mapping from `path_flow` to `link_flow` cannot be injective, so we cannot mathematically obtain the `path_flow` from the `link_flow`, since the inverse mapping does not exist. But this does not influence the existence of unique optimal `path_flow`, the optimal `link_flow` obtained by Frank-Wolfe algorithm is the image of optimal `path_flow` under aforementioned linear mapping. 51 | 6. This program might not be numerical stable when it encounters big road network. 52 | 7. If you have trouble with implementing of model, or find some bugs, please contact [me](mailto:zheng.andrea.li@gmail.com). 53 | 54 | ## SAMPLE 55 | 56 | This sample was provided by Prof. [F. Xiao](https://scholar.google.com/citations?user=prn-uaQAAAAJ) within his lectures at [Southwest Jiaotong University](https://english.swjtu.edu.cn/), and you can find all the data of this toy sample in `data.py`. 57 | 58 | ### Graph display 59 | 60 | ![](static/NETWORK.png) 61 | 62 | ### Parameters of links 63 | 64 | | LINK | LENGTH | NO. OF LANES | FREE FLOW SPEED | CAPACITY PER LANE| 65 | | :-----: | :----: | :----------: | :-------------: | :---------------:| 66 | | 5 - 7 | 10.0 | 2 | 60 | 1800 | 67 | | 5 - 9 | 10.0 | 2 | 60 | 1800 | 68 | | 6 - 7 | 10.0 | 2 | 60 | 1800 | 69 | | 6 - 8 | 14.1 | 2 | 60 | 1800 | 70 | | 7 - 8 | 10.0 | 2 | 60 | 1800 | 71 | | 7 - 10 | 10.0 | 2 | 60 | 1800 | 72 | | 8 - 11 | 10.0 | 2 | 60 | 1800 | 73 | | 8 - 12 | 14.1 | 2 | 60 | 1800 | 74 | | 9 - 10 | 10.0 | 2 | 60 | 1800 | 75 | | 9 - 16 | 22.4 | 2 | 60 | 1800 | 76 | | 10 - 11 | 10.0 | 2 | 60 | 1800 | 77 | | 10 - 13 | 10.0 | 2 | 60 | 1800 | 78 | | 11 - 14 | 10.0 | 2 | 60 | 1800 | 79 | | 12 - 15 | 10.0 | 2 | 60 | 1800 | 80 | | 13 - 14 | 10.0 | 2 | 60 | 1800 | 81 | | 13 - 16 | 10.0 | 2 | 60 | 1800 | 82 | | 14 - 15 | 10.0 | 2 | 60 | 1800 | 83 | | 14 - 17 | 10.0 | 2 | 60 | 1800 | 84 | | 16 - 17 | 10.0 | 2 | 60 | 1800 | 85 | 86 | ### Origin-destination pairs and demands 87 | 88 | | DEMAND | 15 | 17 | 89 | | ------ | :--- | :--: | 90 | | 5 | 6000 | 6750 | 91 | | 6 | 7500 | 5250 | 92 | 93 | ### Report of solution (printed in console) 94 | 95 | ```python 96 | # -------------------------------------------------------------------------------- 97 | # TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) 98 | # FRANK-WOLFE ALGORITHM - PARAMS OF MODEL 99 | # -------------------------------------------------------------------------------- 100 | # -------------------------------------------------------------------------------- 101 | # LINK Information: 102 | # -------------------------------------------------------------------------------- 103 | # 0 : link= ['5', '7'], free time= 10.00, capacity= 3600 104 | # 1 : link= ['5', '9'], free time= 10.00, capacity= 3600 105 | # 2 : link= ['6', '7'], free time= 10.00, capacity= 3600 106 | # 3 : link= ['6', '8'], free time= 14.10, capacity= 3600 107 | # 4 : link= ['7', '8'], free time= 10.00, capacity= 3600 108 | # 5 : link= ['7', '10'], free time= 10.00, capacity= 3600 109 | # 6 : link= ['8', '11'], free time= 10.00, capacity= 3600 110 | # 7 : link= ['8', '12'], free time= 14.10, capacity= 3600 111 | # 8 : link= ['9', '10'], free time= 10.00, capacity= 3600 112 | # 9 : link= ['9', '16'], free time= 22.40, capacity= 3600 113 | # 10 : link= ['10', '11'], free time= 10.00, capacity= 3600 114 | # 11 : link= ['10', '13'], free time= 10.00, capacity= 3600 115 | # 12 : link= ['11', '14'], free time= 10.00, capacity= 3600 116 | # 13 : link= ['12', '15'], free time= 10.00, capacity= 3600 117 | # 14 : link= ['13', '14'], free time= 10.00, capacity= 3600 118 | # 15 : link= ['13', '16'], free time= 10.00, capacity= 3600 119 | # 16 : link= ['14', '15'], free time= 10.00, capacity= 3600 120 | # 17 : link= ['14', '17'], free time= 10.00, capacity= 3600 121 | # 18 : link= ['16', '17'], free time= 10.00, capacity= 3600 122 | # -------------------------------------------------------------------------------- 123 | # OD Pairs Information: 124 | # -------------------------------------------------------------------------------- 125 | # 0 : OD pair= ['5', '15'], demand= 6000 126 | # 1 : OD pair= ['5', '17'], demand= 6750 127 | # 2 : OD pair= ['6', '15'], demand= 7500 128 | # 3 : OD pair= ['6', '17'], demand= 5250 129 | # -------------------------------------------------------------------------------- 130 | # Path Information: 131 | # -------------------------------------------------------------------------------- 132 | # 0 : Conjugated OD pair= 0, Path= ['5', '7', '8', '11', '14', '15'] 133 | # 1 : Conjugated OD pair= 0, Path= ['5', '7', '8', '12', '15'] 134 | # 2 : Conjugated OD pair= 0, Path= ['5', '7', '10', '11', '14', '15'] 135 | # 3 : Conjugated OD pair= 0, Path= ['5', '7', '10', '13', '14', '15'] 136 | # 4 : Conjugated OD pair= 0, Path= ['5', '9', '10', '11', '14', '15'] 137 | # 5 : Conjugated OD pair= 0, Path= ['5', '9', '10', '13', '14', '15'] 138 | # 6 : Conjugated OD pair= 1, Path= ['5', '7', '8', '11', '14', '17'] 139 | # 7 : Conjugated OD pair= 1, Path= ['5', '7', '10', '11', '14', '17'] 140 | # 8 : Conjugated OD pair= 1, Path= ['5', '7', '10', '13', '14', '17'] 141 | # 9 : Conjugated OD pair= 1, Path= ['5', '7', '10', '13', '16', '17'] 142 | # 10 : Conjugated OD pair= 1, Path= ['5', '9', '10', '11', '14', '17'] 143 | # 11 : Conjugated OD pair= 1, Path= ['5', '9', '10', '13', '14', '17'] 144 | # 12 : Conjugated OD pair= 1, Path= ['5', '9', '10', '13', '16', '17'] 145 | # 13 : Conjugated OD pair= 1, Path= ['5', '9', '16', '17'] 146 | # 14 : Conjugated OD pair= 2, Path= ['6', '7', '8', '11', '14', '15'] 147 | # 15 : Conjugated OD pair= 2, Path= ['6', '7', '8', '12', '15'] 148 | # 16 : Conjugated OD pair= 2, Path= ['6', '7', '10', '11', '14', '15'] 149 | # 17 : Conjugated OD pair= 2, Path= ['6', '7', '10', '13', '14', '15'] 150 | # 18 : Conjugated OD pair= 2, Path= ['6', '8', '11', '14', '15'] 151 | # 19 : Conjugated OD pair= 2, Path= ['6', '8', '12', '15'] 152 | # 20 : Conjugated OD pair= 3, Path= ['6', '7', '8', '11', '14', '17'] 153 | # 21 : Conjugated OD pair= 3, Path= ['6', '7', '10', '11', '14', '17'] 154 | # 22 : Conjugated OD pair= 3, Path= ['6', '7', '10', '13', '14', '17'] 155 | # 23 : Conjugated OD pair= 3, Path= ['6', '7', '10', '13', '16', '17'] 156 | # 24 : Conjugated OD pair= 3, Path= ['6', '8', '11', '14', '17'] 157 | # -------------------------------------------------------------------------------- 158 | # Link - Path Incidence Matrix: 159 | # -------------------------------------------------------------------------------- 160 | # [[1 1 1 1 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0] 161 | # [0 0 0 0 1 1 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0] 162 | # [0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 1 1 1 1 0] 163 | # [0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1] 164 | # [1 1 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0] 165 | # [0 0 1 1 0 0 0 1 1 1 0 0 0 0 0 0 1 1 0 0 0 1 1 1 0] 166 | # [1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1] 167 | # [0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0] 168 | # [0 0 0 0 1 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0] 169 | # [0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0] 170 | # [0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0] 171 | # [0 0 0 1 0 1 0 0 1 1 0 1 1 0 0 0 0 1 0 0 0 0 1 1 0] 172 | # [1 0 1 0 1 0 1 1 0 0 1 0 0 0 1 0 1 0 1 0 1 1 0 0 1] 173 | # [0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0] 174 | # [0 0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0] 175 | # [0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0] 176 | # [1 0 1 1 1 1 0 0 0 0 0 0 0 0 1 0 1 1 1 0 0 0 0 0 0] 177 | # [0 0 0 0 0 0 1 1 1 0 1 1 0 0 0 0 0 0 0 0 1 1 1 0 1] 178 | # [0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0]] 179 | # -------------------------------------------------------------------------------- 180 | # TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) 181 | # FRANK-WOLFE ALGORITHM - REPORT OF SOLUTION 182 | # -------------------------------------------------------------------------------- 183 | # -------------------------------------------------------------------------------- 184 | # TIMES OF ITERATION : 1199 185 | # -------------------------------------------------------------------------------- 186 | # -------------------------------------------------------------------------------- 187 | # PERFORMANCE OF LINKS 188 | # -------------------------------------------------------------------------------- 189 | # 0 : link= ['5', '7'], flow= 5632.68, time= 18.99, v/c= 1.565 190 | # 1 : link= ['5', '9'], flow= 7117.32, time= 32.92, v/c= 1.977 191 | # 2 : link= ['6', '7'], flow= 6048.31, time= 21.95, v/c= 1.680 192 | # 3 : link= ['6', '8'], flow= 6701.69, time= 39.50, v/c= 1.862 193 | # 4 : link= ['7', '8'], flow= 5392.05, time= 17.55, v/c= 1.498 194 | # 5 : link= ['7', '10'], flow= 6288.95, time= 23.97, v/c= 1.747 195 | # 6 : link= ['8', '11'], flow= 5191.43, time= 16.49, v/c= 1.442 196 | # 7 : link= ['8', '12'], flow= 6902.30, time= 42.68, v/c= 1.917 197 | # 8 : link= ['9', '10'], flow= 1481.14, time= 10.04, v/c= 0.411 198 | # 9 : link= ['9', '16'], flow= 5636.18, time= 42.59, v/c= 1.566 199 | # 10 : link= ['10', '11'], flow= 1648.04, time= 10.07, v/c= 0.458 200 | # 11 : link= ['10', '13'], flow= 6122.05, time= 22.54, v/c= 1.701 201 | # 12 : link= ['11', '14'], flow= 6839.47, time= 29.54, v/c= 1.900 202 | # 13 : link= ['12', '15'], flow= 6902.30, time= 30.27, v/c= 1.917 203 | # 14 : link= ['13', '14'], flow= 5303.10, time= 17.06, v/c= 1.473 204 | # 15 : link= ['13', '16'], flow= 818.95, time= 10.00, v/c= 0.227 205 | # 16 : link= ['14', '15'], flow= 6597.70, time= 26.92, v/c= 1.833 206 | # 17 : link= ['14', '17'], flow= 5544.87, time= 18.44, v/c= 1.540 207 | # 18 : link= ['16', '17'], flow= 6455.13, time= 25.51, v/c= 1.793 208 | # -------------------------------------------------------------------------------- 209 | # PERFORMANCE OF PATHS (GROUP BY ORIGIN-DESTINATION PAIR) 210 | # -------------------------------------------------------------------------------- 211 | # 0 : group= 0, time= 109.49, path= ['5', '7', '8', '11', '14', '15'] 212 | # 1 : group= 0, time= 109.49, path= ['5', '7', '8', '12', '15'] 213 | # 2 : group= 0, time= 109.49, path= ['5', '7', '10', '11', '14', '15'] 214 | # 3 : group= 0, time= 109.49, path= ['5', '7', '10', '13', '14', '15'] 215 | # 4 : group= 0, time= 109.49, path= ['5', '9', '10', '11', '14', '15'] 216 | # 5 : group= 0, time= 109.49, path= ['5', '9', '10', '13', '14', '15'] 217 | # 6 : group= 1, time= 101.01, path= ['5', '7', '8', '11', '14', '17'] 218 | # 7 : group= 1, time= 101.01, path= ['5', '7', '10', '11', '14', '17'] 219 | # 8 : group= 1, time= 101.01, path= ['5', '7', '10', '13', '14', '17'] 220 | # 9 : group= 1, time= 101.01, path= ['5', '7', '10', '13', '16', '17'] 221 | # 10 : group= 1, time= 101.01, path= ['5', '9', '10', '11', '14', '17'] 222 | # 11 : group= 1, time= 101.01, path= ['5', '9', '10', '13', '14', '17'] 223 | # 12 : group= 1, time= 101.01, path= ['5', '9', '10', '13', '16', '17'] 224 | # 13 : group= 1, time= 101.01, path= ['5', '9', '16', '17'] 225 | # 14 : group= 2, time= 112.45, path= ['6', '7', '8', '11', '14', '15'] 226 | # 15 : group= 2, time= 112.45, path= ['6', '7', '8', '12', '15'] 227 | # 16 : group= 2, time= 112.45, path= ['6', '7', '10', '11', '14', '15'] 228 | # 17 : group= 2, time= 112.45, path= ['6', '7', '10', '13', '14', '15'] 229 | # 18 : group= 2, time= 112.45, path= ['6', '8', '11', '14', '15'] 230 | # 19 : group= 2, time= 112.45, path= ['6', '8', '12', '15'] 231 | # 20 : group= 3, time= 103.97, path= ['6', '7', '8', '11', '14', '17'] 232 | # 21 : group= 3, time= 103.97, path= ['6', '7', '10', '11', '14', '17'] 233 | # 22 : group= 3, time= 103.97, path= ['6', '7', '10', '13', '14', '17'] 234 | # 23 : group= 3, time= 103.98, path= ['6', '7', '10', '13', '16', '17'] 235 | # 24 : group= 3, time= 103.97, path= ['6', '8', '11', '14', '17'] 236 | ``` 237 | -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/__pycache__/data.cpython-36.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/User-Equilibrium-Solution-master/__pycache__/data.cpython-36.pyc -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/__pycache__/graph.cpython-36.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/User-Equilibrium-Solution-master/__pycache__/graph.cpython-36.pyc -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/__pycache__/model.cpython-36.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/User-Equilibrium-Solution-master/__pycache__/model.cpython-36.pyc -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/data.py: -------------------------------------------------------------------------------- 1 | """ SAMPLE 2 | In this file you can find sample data which could be used 3 | into the TrafficFlowMod class in model.py file 4 | """ 5 | 6 | # Graph represented by directed dictionary 7 | # In order: first ("5", "7"), second ("5", "9"), third ("6", "7")... 8 | graph = [ 9 | ("5", ["7", "9"]), 10 | ("6", ["7", "8"]), 11 | ("7", ["8", "10"]), 12 | ("8", ["11", "12"]), 13 | ("9", ["10", "16"]), 14 | ("10", ["11", "13"]), 15 | ("11", ["14"]), 16 | ("12", ["15"]), 17 | ("13", ["14", "16"]), 18 | ("14", ["15", "17"]), 19 | ("15", []), 20 | ("16", ["17"]), 21 | ("17", []) 22 | ] 23 | 24 | # Capacity of each link (Conjugated to Graph with order) 25 | # Here all the 19 links have the same capacity 26 | capacity = [3600] * 19 27 | 28 | # Free travel time of each link (Conjugated to Graph with order) 29 | free_time = [ 30 | 10, 10, 31 | 10, 14.1, 32 | 10, 10, 33 | 10, 14.1, 34 | 10, 22.4, 35 | 10, 10, 36 | 10, 37 | 10, 38 | 10, 10, 39 | 10, 10, 40 | 10 41 | ] 42 | 43 | # Origin-destination pairs 44 | origins = ["5", "6"] 45 | destinations = ["15", "17"] 46 | # Generated ordered OD pairs: 47 | # first ("5", "15"), second ("5", "17"), third ("6", "15")... 48 | 49 | 50 | # Demand between each OD pair (Conjugated to the Cartesian 51 | # product of Origins and destinations with order) 52 | demand = [6000, 6750, 7500, 5250] 53 | 54 | -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/graph.py: -------------------------------------------------------------------------------- 1 | 2 | class Graph(object): 3 | """ DIRECTED GRAPH CLASS 4 | 5 | A simple Python graph class, demonstrating the essential 6 | facts and functionalities of directed graphs, and it is 7 | designed for our traffic flow assignment problem, thus we 8 | have the following assumptions: 9 | 10 | 1. The graph contains no self-loop, that is, an edge that 11 | connects a vertex to itself; 12 | 13 | 2. There is at most one edge which connects two vertice; 14 | 15 | Revised from: https://www.python-course.eu/graphs_python.php 16 | and in our case we must give order to all the edges, thus we 17 | do not use the unordered data structure. 18 | """ 19 | 20 | def __init__(self, graph_dict= None): 21 | """ initializes a directed graph object by a dictionary, 22 | If no dictionary or None is given, an empty dictionary 23 | will be used. Notice that this initial graph cannot 24 | contain a self-loop. 25 | """ 26 | from collections import OrderedDict 27 | if graph_dict == None: 28 | graph_dict = OrderedDict() 29 | self.__graph_dict = OrderedDict(graph_dict) 30 | if self.__is_with_loop(): 31 | raise ValueError("The graph are supposed to be without self-loop please recheck the input data!") 32 | 33 | def vertices(self): 34 | """ returns the vertices of a graph 35 | """ 36 | return list(self.__graph_dict.keys()) 37 | 38 | def edges(self): 39 | """ returns the edges of a graph 40 | """ 41 | return self.__generate_edges() 42 | 43 | def add_vertex(self, vertex): 44 | """ If the vertex "vertex" is not in 45 | self.__graph_dict, a key "vertex" with an empty 46 | list as a value is added to the dictionary. 47 | Otherwise nothing has to be done. 48 | """ 49 | if vertex not in self.__graph_dict: 50 | self.__graph_dict[vertex] = [] 51 | else: 52 | print("The vertex %s already exists in the graph, thus it has been ignored!" % vertex) 53 | 54 | def add_edge(self, edge): 55 | """ Assume that edge is ordered, and between two 56 | vertices there could exists only one edge. 57 | """ 58 | vertex1, vertex2 = self.__decompose_edge(edge) 59 | if not self.__is_edge_in_graph(edge): 60 | if vertex1 in self.__graph_dict: 61 | self.__graph_dict[vertex1].append(vertex2) 62 | if vertex2 not in self.__graph_dict: 63 | self.__graph_dict[vertex2] = [] 64 | else: 65 | self.__graph_dict[vertex1] = [vertex2] 66 | else: 67 | print("The edge %s already exists in the graph, thus it has been ignored!" % ([vertex1, vertex2])) 68 | 69 | def find_all_paths(self, start_vertex, end_vertex, path= []): 70 | """ find all simple paths (path with no repeated vertices) 71 | from start vertex to end vertex in graph 72 | """ 73 | path = path + [start_vertex] 74 | if start_vertex == end_vertex: 75 | return [path] 76 | paths = [] 77 | for neighbor in self.__graph_dict[start_vertex]: 78 | if neighbor not in path: 79 | sub_paths = self.find_all_paths(neighbor, end_vertex, path) 80 | for sub_path in sub_paths: 81 | paths.append(sub_path) 82 | return paths 83 | 84 | def __is_edge_in_graph(self, edge): 85 | """ Judge if an edge is already in the graph 86 | """ 87 | vertex1, vertex2 = self.__decompose_edge(edge) 88 | if vertex1 in self.__graph_dict: 89 | if vertex2 in self.__graph_dict[vertex1]: 90 | return True 91 | else: 92 | return False 93 | else: 94 | return False 95 | 96 | def __decompose_edge(self, edge): 97 | """ Input is a list or a tuple with only two elements 98 | """ 99 | if (isinstance(edge, list) or isinstance(edge, tuple)) and len(edge) == 2: 100 | return edge[0], edge[1] 101 | else: 102 | raise ValueError("%s is not of type list or tuple or its length does not equal to 2" % edge) 103 | 104 | def __is_with_loop(self): 105 | """ If the graph contains a self-loop, that is, an 106 | edge connects a vertex to itself, then return 107 | True, otherwise return False 108 | """ 109 | for vertex in self.__graph_dict: 110 | if vertex in self.__graph_dict[vertex]: 111 | return True 112 | return False 113 | 114 | def __generate_edges(self): 115 | """ A static method generating the edges of the 116 | graph "graph". Edges are represented as list 117 | of two vertices 118 | """ 119 | edges = [] 120 | for vertex in self.__graph_dict: 121 | for neighbor in self.__graph_dict[vertex]: 122 | edges.append([vertex, neighbor]) 123 | return edges 124 | 125 | def __str__(self): 126 | res = "vertices: " 127 | for k in self.__graph_dict: 128 | res += str(k) + " " 129 | res += "\nedges: " 130 | for edge in self.__generate_edges(): 131 | res += str(edge) + " " 132 | return res 133 | 134 | class TrafficNetwork(Graph): 135 | ''' TRAFFIC NETWORK CLASS 136 | Traffic network is a combination of basic graph 137 | and the demands, the informations about links, paths 138 | and link-path incidence matrix will be generated 139 | after the initialization. 140 | ''' 141 | 142 | def __init__(self, graph= None, O= [], D= []): 143 | Graph.__init__(self, graph) 144 | self.__origins = O 145 | self.__destinations = D 146 | self.__cast() 147 | 148 | # Override of add_edge function, notice that when an edge 149 | # is added, then the links and paths will changes alongside. 150 | # However, it doesn't matter when a vertex is added 151 | def add_edge(self, edge): 152 | Graph.add_edge(self, edge) 153 | self.__cast() 154 | 155 | def add_origin(self, origin): 156 | if origin not in self.__origins: 157 | self.__origins.append(origin) 158 | self.__cast() 159 | else: 160 | print("The origin %s already exists, thus has been ignored!" % origin) 161 | 162 | def add_destination(self, destination): 163 | if destination not in self.__destinations: 164 | self.__destinations.append(destination) 165 | self.__cast() 166 | else: 167 | print("The destination %s already exists, thus has been ignored!" % destination) 168 | 169 | def num_of_links(self): 170 | return len(self.__links) 171 | 172 | def num_of_paths(self): 173 | return len(self.__paths) 174 | 175 | def num_of_OD_pairs(self): 176 | return len(self.__OD_pairs) 177 | 178 | def __cast(self): 179 | """ Calculate or re-calculate the links, paths and 180 | Link-Path incidence matrix 181 | """ 182 | if self.__origins != None and self.__destinations != None: 183 | # OD pairs = Origin-Destination Pairs 184 | self.__OD_pairs = self.__generate_OD_pairs() 185 | self.__links = self.edges() 186 | self.__paths, self.__paths_category = self.__generate_paths_by_demands() 187 | # LP Matrix = Link-Path Incidence Matrix 188 | self.__LP_matrix = self.__generate_LP_matrix() 189 | 190 | def __generate_OD_pairs(self): 191 | ''' Generate the OD pairs (Origin-Destination Pairs) 192 | by Cartesian production 193 | ''' 194 | OD_pairs = [] 195 | for o in self.__origins: 196 | for d in self.__destinations: 197 | OD_pairs.append([o, d]) 198 | return OD_pairs 199 | 200 | def __generate_paths_by_demands(self): 201 | """ According the demands, i.e. the origins and the 202 | destinations of the traffic flow, to construct a list 203 | of paths which are necessary for the traffic flow 204 | assignment model 205 | """ 206 | paths_by_demands = [] 207 | paths_category = [] 208 | od_pair_index = 0 209 | for OD_pair in self.__OD_pairs: 210 | paths = self.find_all_paths(*OD_pair) 211 | paths_by_demands.extend(paths) 212 | paths_category.extend([od_pair_index] * len(paths)) 213 | od_pair_index += 1 214 | return paths_by_demands, paths_category 215 | 216 | def __generate_LP_matrix(self): 217 | """ Generate the Link-Path incidence matrix Delta: 218 | if the i-th link is on j-th link, then delta_ij = 1, 219 | otherwise delta_ij = 0 220 | """ 221 | import numpy as np 222 | n_links = self.num_of_links() 223 | n_paths = self.num_of_paths() 224 | lp_mat = np.zeros(shape= (n_links, n_paths), dtype= int) 225 | path_index = 0 226 | for path in self.__paths: 227 | for i in range(len(path) - 1): 228 | current_link = self.__get_link_from_path_by_order(path, i) 229 | link_index = self.__links.index(current_link) 230 | lp_mat[link_index, path_index] = 1 231 | path_index += 1 232 | return lp_mat 233 | 234 | def __get_link_from_path_by_order(self, path, order): 235 | """ Given a path, which is a list with length N, 236 | search the link by order, which is a integer 237 | in the range [0, N-2] 238 | """ 239 | if len(path) >= 2: 240 | if order >= 0 and order <= len(path) - 2: 241 | return [path[order], path[order+1]] 242 | else: 243 | raise ValueError("%d is not in the reasonale range!" % order) 244 | else: 245 | raise ValueError("%s contains only one vertex and cannot be input!" % path) 246 | 247 | def disp_links(self): 248 | ''' Print all the links in the network by order 249 | ''' 250 | counter = 0 251 | for link in self.__links: 252 | print("%d : %s" % (counter, link)) 253 | counter += 1 254 | 255 | def disp_paths(self): 256 | """ Print all the paths in order according to 257 | given origins and destinations 258 | """ 259 | counter = 0 260 | for path in self.__paths: 261 | print("%d : %s " % (counter, path)) 262 | counter += 1 263 | 264 | def LP_matrix(self): 265 | ''' Return the Link-Path matrix of 266 | current traffic network 267 | ''' 268 | return self.__LP_matrix 269 | 270 | def LP_matrix_rank(self): 271 | ''' Return the rank of Link-Path matrix 272 | of current traffic network 273 | ''' 274 | import numpy as np 275 | return np.linalg.matrix_rank(self.__LP_matrix) 276 | 277 | def OD_pairs(self): 278 | """ Return the origin-destination pairs of 279 | current traffic network 280 | """ 281 | return self.__OD_pairs 282 | 283 | def paths_category(self): 284 | """ Return a list which implies the conjugacy 285 | between path (self.__paths) and origin- 286 | destinaiton pair (self.__OD_pairs) 287 | """ 288 | return self.__paths_category 289 | 290 | def paths(self): 291 | """ Return the paths with respected to given 292 | origins and destinations 293 | """ 294 | return self.__paths -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/main.py: -------------------------------------------------------------------------------- 1 | from model import TrafficFlowModel 2 | import data as dt 3 | 4 | # Initialize the model by data 5 | mod = TrafficFlowModel(dt.graph, dt.origins, dt.destinations, 6 | dt.demand, dt.free_time, dt.capacity) 7 | 8 | # Change the accuracy of solution if necessary 9 | mod._conv_accuracy = 1e-6 10 | 11 | # Display all the numerical details of 12 | # each variable during the iteritions 13 | # mod.disp_detail() 14 | 15 | # Set the precision of display, which influences 16 | # only the digit of numerical component in arrays 17 | mod.set_disp_precision(4) 18 | 19 | # Solve the model by Frank-Wolfe Algorithm 20 | mod.solve() 21 | 22 | # Generate report to console 23 | mod.report() 24 | 25 | # Return the solution if necessary 26 | mod._formatted_solution() -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/model.py: -------------------------------------------------------------------------------- 1 | from graph import TrafficNetwork, Graph 2 | import numpy as np 3 | 4 | 5 | class TrafficFlowModel: 6 | ''' TRAFFIC FLOW ASSIGN MODEL 7 | Inside the Frank-Wolfe algorithm is given, one can use 8 | the method `solve` to compute the numerical solution of 9 | User Equilibrium problem. 10 | ''' 11 | def __init__(self, graph= None, origins= [], destinations= [], 12 | demands= [], link_free_time= None, link_capacity= None): 13 | 14 | self.__network = TrafficNetwork(graph= graph, O= origins, D= destinations) 15 | 16 | # Initialization of parameters 17 | self.__link_free_time = np.array(link_free_time) 18 | self.__link_capacity = np.array(link_capacity) 19 | self.__demand = np.array(demands) 20 | 21 | # Alpha and beta (used in performance function) 22 | self._alpha = 0.15 23 | self._beta = 4 24 | 25 | # Convergent criterion 26 | self._conv_accuracy = 1e-5 27 | 28 | # Boolean varible: If true print the detail while iterations 29 | self.__detail = False 30 | 31 | # Boolean varible: If true the model is solved properly 32 | self.__solved = False 33 | 34 | # Some variables for contemporarily storing the 35 | # computation result 36 | self.__final_link_flow = None 37 | self.__iterations_times = None 38 | 39 | def __insert_links_in_order(self, links): 40 | ''' Insert the links as the expected order into the 41 | data structure `TrafficFlowModel.__network` 42 | ''' 43 | first_vertice = [link[0] for link in links] 44 | for vertex in first_vertice: 45 | self.__network.add_vertex(vertex) 46 | for link in links: 47 | self.__network.add_edge(link) 48 | 49 | def solve(self): 50 | ''' Solve the traffic flow assignment model (user equilibrium) 51 | by Frank-Wolfe algorithm, all the necessary data must be 52 | properly input into the model in advance. 53 | 54 | (Implicitly) Return 55 | ------ 56 | self.__solved = True 57 | ''' 58 | if self.__detail: 59 | print(self.__dash_line()) 60 | print("TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - DETAIL OF ITERATIONS") 61 | print(self.__dash_line()) 62 | print(self.__dash_line()) 63 | print("Initialization") 64 | print(self.__dash_line()) 65 | 66 | # Step 0: based on the x0, generate the x1 67 | empty_flow = np.zeros(self.__network.num_of_links()) 68 | link_flow = self.__all_or_nothing_assign(empty_flow) 69 | 70 | counter = 0 71 | while True: 72 | 73 | if self.__detail: 74 | print(self.__dash_line()) 75 | print("Iteration %s" % counter) 76 | print(self.__dash_line()) 77 | print("Current link flow:\n%s" % link_flow) 78 | 79 | # Step 1 & Step 2: Use the link flow matrix -x to generate the time, then generate the auxiliary link flow matrix -y 80 | auxiliary_link_flow = self.__all_or_nothing_assign(link_flow) 81 | 82 | # Step 3: Linear Search 83 | opt_theta = self.__golden_section(link_flow, auxiliary_link_flow) 84 | 85 | # Step 4: Using optimal theta to update the link flow matrix 86 | new_link_flow = (1 - opt_theta) * link_flow + opt_theta * auxiliary_link_flow 87 | 88 | # Print the detail if necessary 89 | if self.__detail: 90 | print("Optimal theta: %.8f" % opt_theta) 91 | print("Auxiliary link flow:\n%s" % auxiliary_link_flow) 92 | 93 | # Step 5: Check the Convergence, if FALSE, then return to Step 1 94 | if self.__is_convergent(link_flow, new_link_flow): 95 | if self.__detail: 96 | print(self.__dash_line()) 97 | self.__solved = True 98 | self.__final_link_flow = new_link_flow 99 | self.__iterations_times = counter 100 | break 101 | else: 102 | link_flow = new_link_flow 103 | counter += 1 104 | 105 | def _formatted_solution(self): 106 | ''' According to the link flow we obtained in `solve`, 107 | generate a tuple which contains four elements: 108 | `link flow`, `link travel time`, `path travel time` and 109 | `link vehicle capacity ratio`. This function is exposed 110 | to users in case they need to do some extensions based 111 | on the computation result. 112 | ''' 113 | if self.__solved: 114 | link_flow = self.__final_link_flow 115 | link_time = self.__link_flow_to_link_time(link_flow) 116 | path_time = self.__link_time_to_path_time(link_time) 117 | link_vc = link_flow / self.__link_capacity 118 | return link_flow, link_time, path_time, link_vc 119 | else: 120 | return None 121 | 122 | def report(self): 123 | ''' Generate the report of the result in console, 124 | this function can be invoked only after the 125 | model is solved. 126 | ''' 127 | if self.__solved: 128 | # Print the input of the model 129 | print(self) 130 | 131 | # Print the report 132 | 133 | # Do the computation 134 | link_flow, link_time, path_time, link_vc = self._formatted_solution() 135 | 136 | print(self.__dash_line()) 137 | print("TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - REPORT OF SOLUTION") 138 | print(self.__dash_line()) 139 | print(self.__dash_line()) 140 | print("TIMES OF ITERATION : %d" % self.__iterations_times) 141 | print(self.__dash_line()) 142 | print(self.__dash_line()) 143 | print("PERFORMANCE OF LINKS") 144 | print(self.__dash_line()) 145 | for i in range(self.__network.num_of_links()): 146 | print("%2d : link= %12s, flow= %8.2f, time= %8.3f, v/c= %.3f" % (i, self.__network.edges()[i], link_flow[i], link_time[i], link_vc[i])) 147 | print(self.__dash_line()) 148 | print("PERFORMANCE OF PATHS (GROUP BY ORIGIN-DESTINATION PAIR)") 149 | print(self.__dash_line()) 150 | counter = 0 151 | for i in range(self.__network.num_of_paths()): 152 | if counter < self.__network.paths_category()[i]: 153 | counter = counter + 1 154 | print(self.__dash_line()) 155 | print("%2d : group= %2d, time= %8.3f, path= %s" % (i, self.__network.paths_category()[i], path_time[i], self.__network.paths()[i])) 156 | print(self.__dash_line()) 157 | else: 158 | raise ValueError("The report could be generated only after the model is solved!") 159 | 160 | def __all_or_nothing_assign(self, link_flow): 161 | ''' Perform the all-or-nothing assignment of 162 | Frank-Wolfe algorithm in the User Equilibrium 163 | Traffic Assignment Model. 164 | This assignment aims to assign all the traffic 165 | flow, within given origin and destination, into 166 | the least time consuming path 167 | 168 | Input: link flow -> Output: new link flow 169 | The input is an array. 170 | ''' 171 | # LINK FLOW -> LINK TIME 172 | link_time = self.__link_flow_to_link_time(link_flow) 173 | # LINK TIME -> PATH TIME 174 | path_time = self.__link_time_to_path_time(link_time) 175 | 176 | # PATH TIME -> PATH FLOW 177 | # Find the minimal traveling time within group 178 | # (splited by origin - destination pairs) and 179 | # assign all the flow to that path 180 | path_flow = np.zeros(self.__network.num_of_paths()) 181 | for OD_pair_index in range(self.__network.num_of_OD_pairs()): 182 | indice_grouped = [] 183 | for path_index in range(self.__network.num_of_paths()): 184 | if self.__network.paths_category()[path_index] == OD_pair_index: 185 | indice_grouped.append(path_index) 186 | sub_path_time = [path_time[ind] for ind in indice_grouped] 187 | min_in_group = min(sub_path_time) 188 | ind_min = sub_path_time.index(min_in_group) 189 | target_path_ind = indice_grouped[ind_min] 190 | path_flow[target_path_ind] = self.__demand[OD_pair_index] 191 | if self.__detail: 192 | print("Link time:\n%s" % link_time) 193 | print("Path flow:\n%s" % path_flow) 194 | print("Path time:\n%s" % path_time) 195 | 196 | # PATH FLOW -> LINK FLOW 197 | new_link_flow = self.__path_flow_to_link_flow(path_flow) 198 | 199 | return new_link_flow 200 | 201 | def __link_flow_to_link_time(self, link_flow): 202 | ''' Based on current link flow, use link 203 | time performance function to compute the link 204 | traveling time. 205 | The input is an array. 206 | ''' 207 | n_links = self.__network.num_of_links() 208 | link_time = np.zeros(n_links) 209 | for i in range(n_links): 210 | link_time[i] = self.__link_time_performance(link_flow[i], self.__link_free_time[i], self.__link_capacity[i]) 211 | return link_time 212 | 213 | def __link_time_to_path_time(self, link_time): 214 | ''' Based on current link traveling time, 215 | use link-path incidence matrix to compute 216 | the path traveling time. 217 | The input is an array. 218 | ''' 219 | path_time = link_time.dot(self.__network.LP_matrix()) 220 | return path_time 221 | 222 | def __path_flow_to_link_flow(self, path_flow): 223 | ''' Based on current path flow, use link-path incidence 224 | matrix to compute the traffic flow on each link. 225 | The input is an array. 226 | ''' 227 | link_flow = self.__network.LP_matrix().dot(path_flow) 228 | return link_flow 229 | 230 | def _get_path_free_time(self): 231 | ''' Only used in the final evaluation, not the recursive structure 232 | ''' 233 | path_free_time = self.__link_free_time.dot(self.__network.LP_matrix()) 234 | return path_free_time 235 | 236 | def __link_time_performance(self, link_flow, t0, capacity): 237 | ''' Performance function, which indicates the relationship 238 | between flows (traffic volume) and travel time on 239 | the same link. According to the suggestion from Federal 240 | Highway Administration (FHWA) of America, we could use 241 | the following function: 242 | t = t0 * (1 + alpha * (flow / capacity))^beta 243 | ''' 244 | value = t0 * (1 + self._alpha * ((link_flow/capacity)**self._beta)) 245 | return value 246 | 247 | def __link_time_performance_integrated(self, link_flow, t0, capacity): 248 | ''' The integrated (with repsect to link flow) form of 249 | aforementioned performance function. 250 | ''' 251 | val1 = t0 * link_flow 252 | # Some optimization should be implemented for avoiding overflow 253 | val2 = (self._alpha * t0 * link_flow / (self._beta + 1)) * (link_flow / capacity)**self._beta 254 | value = val1 + val2 255 | return value 256 | 257 | def __object_function(self, mixed_flow): 258 | ''' Objective function in the linear search step 259 | of the optimization model of user equilibrium 260 | traffic assignment problem, the only variable 261 | is mixed_flow in this case. 262 | ''' 263 | val = 0 264 | for i in range(self.__network.num_of_links()): 265 | val += self.__link_time_performance_integrated(link_flow= mixed_flow[i], t0= self.__link_free_time[i], capacity= self.__link_capacity[i]) 266 | return val 267 | 268 | def __golden_section(self, link_flow, auxiliary_link_flow, accuracy= 1e-8): 269 | ''' The golden-section search is a technique for 270 | finding the extremum of a strictly unimodal 271 | function by successively narrowing the range 272 | of values inside which the extremum is known 273 | to exist. The accuracy is suggested to be set 274 | as 1e-8. For more details please refer to: 275 | https://en.wikipedia.org/wiki/Golden-section_search 276 | ''' 277 | # Initial params, notice that in our case the 278 | # optimal theta must be in the interval [0, 1] 279 | LB = 0 280 | UB = 1 281 | goldenPoint = 0.618 282 | leftX = LB + (1 - goldenPoint) * (UB - LB) 283 | rightX = LB + goldenPoint * (UB - LB) 284 | while True: 285 | val_left = self.__object_function((1 - leftX) * link_flow + leftX * auxiliary_link_flow) 286 | val_right = self.__object_function((1 - rightX) * link_flow + rightX * auxiliary_link_flow) 287 | if val_left <= val_right: 288 | UB = rightX 289 | else: 290 | LB = leftX 291 | if abs(LB - UB) < accuracy: 292 | opt_theta = (rightX + leftX) / 2.0 293 | return opt_theta 294 | else: 295 | if val_left <= val_right: 296 | rightX = leftX 297 | leftX = LB + (1 - goldenPoint) * (UB - LB) 298 | else: 299 | leftX = rightX 300 | rightX = LB + goldenPoint*(UB - LB) 301 | 302 | def __is_convergent(self, flow1, flow2): 303 | ''' Regard those two link flows lists as the point 304 | in Euclidean space R^n, then judge the convergence 305 | under given accuracy criterion. 306 | Here the formula 307 | ERR = || x_{k+1} - x_{k} || / || x_{k} || 308 | is recommended. 309 | ''' 310 | err = np.linalg.norm(flow1 - flow2) / np.linalg.norm(flow1) 311 | if self.__detail: 312 | print("ERR: %.8f" % err) 313 | if err < self._conv_accuracy: 314 | return True 315 | else: 316 | return False 317 | 318 | def disp_detail(self): 319 | ''' Display all the numerical details of each variable 320 | during the iteritions. 321 | ''' 322 | self.__detail = True 323 | 324 | def set_disp_precision(self, precision): 325 | ''' Set the precision of display, which influences only 326 | the digit of numerical component in arrays. 327 | ''' 328 | np.set_printoptions(precision= precision) 329 | 330 | def __dash_line(self): 331 | ''' Return a string which consistently 332 | contains '-' with fixed length 333 | ''' 334 | return "-" * 80 335 | 336 | def __str__(self): 337 | string = "" 338 | string += self.__dash_line() 339 | string += "\n" 340 | string += "TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - PARAMS OF MODEL" 341 | string += "\n" 342 | string += self.__dash_line() 343 | string += "\n" 344 | string += self.__dash_line() 345 | string += "\n" 346 | string += "LINK Information:\n" 347 | string += self.__dash_line() 348 | string += "\n" 349 | for i in range(self.__network.num_of_links()): 350 | string += "%2d : link= %s, free time= %.2f, capacity= %s \n" % (i, self.__network.edges()[i], self.__link_free_time[i], self.__link_capacity[i]) 351 | string += self.__dash_line() 352 | string += "\n" 353 | string += "OD Pairs Information:\n" 354 | string += self.__dash_line() 355 | string += "\n" 356 | for i in range(self.__network.num_of_OD_pairs()): 357 | string += "%2d : OD pair= %s, demand= %d \n" % (i, self.__network.OD_pairs()[i], self.__demand[i]) 358 | string += self.__dash_line() 359 | string += "\n" 360 | string += "Path Information:\n" 361 | string += self.__dash_line() 362 | string += "\n" 363 | for i in range(self.__network.num_of_paths()): 364 | string += "%2d : Conjugated OD pair= %s, Path= %s \n" % (i, self.__network.paths_category()[i], self.__network.paths()[i]) 365 | string += self.__dash_line() 366 | string += "\n" 367 | string += f"Link-Path Incidence Matrix (Rank: {self.__network.LP_matrix_rank()}):\n" 368 | string += self.__dash_line() 369 | string += "\n" 370 | string += str(self.__network.LP_matrix()) 371 | return string -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/static/NETWORK.png: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/User-Equilibrium-Solution-master/static/NETWORK.png -------------------------------------------------------------------------------- /Reference/User-Equilibrium-Solution-master/static/user-equilibrium-solution.pdf: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/User-Equilibrium-Solution-master/static/user-equilibrium-solution.pdf -------------------------------------------------------------------------------- /Reference/t-f-algorithm/LICENSE: -------------------------------------------------------------------------------- 1 | MIT License 2 | 3 | Copyright (c) 2018 Zheng Li 4 | 5 | Permission is hereby granted, free of charge, to any person obtaining a copy 6 | of this software and associated documentation files (the "Software"), to deal 7 | in the Software without restriction, including without limitation the rights 8 | to use, copy, modify, merge, publish, distribute, sublicense, and/or sell 9 | copies of the Software, and to permit persons to whom the Software is 10 | furnished to do so, subject to the following conditions: 11 | 12 | The above copyright notice and this permission notice shall be included in all 13 | copies or substantial portions of the Software. 14 | 15 | THE SOFTWARE IS PROVIDED "AS IS", WITHOUT WARRANTY OF ANY KIND, EXPRESS OR 16 | IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, 17 | FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE 18 | AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER 19 | LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, 20 | OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE 21 | SOFTWARE. 22 | -------------------------------------------------------------------------------- /Reference/t-f-algorithm/README.md: -------------------------------------------------------------------------------- 1 | # USER-EQUILIBRIUM-SOLUTION 2 | 3 | User equilibrium is a classical problem on the traffic flow assignment in the field of Transportation Engineering, its main idea is: Every driver cannot reduce his travel time by unilaterally change his travel route. 4 | 5 | ## THEORY OF USER EQUILIBRIUM SOLUTION 6 | 7 | Please refer to [User-Equilibrium-Solution.pdf](static/user-equilibrium-solution.pdf). 8 | 9 | ### Abstract 10 | 11 | We have given an equivalent formulation, which is a convex optimization problem, of finding user equilibrium solution in the traffic flow assignment, with proof of the equivalence. For the equivalent formulation, we have demonstrated the existence and uniqueness of minimizer. Moreover, the variant of Frank-Wolfe Algorithm is introduced for numerically solving the equivalent formulation. 12 | 13 | ### Contents 14 | 15 | + Statement of Problem 16 | + Decision Variables and Parameters 17 | + Objective and Definition of User Equilibrium 18 | + Equivalent Mathematical Formulation 19 | + Statement of Equivalent Formulation 20 | + Existence of Minimizer 21 | + Convexity of Equivalent Formulation 22 | + Review on Constrained Problems 23 | + Demonstration of Equivalence 24 | + Introduction to Frank-Wolfe Algorithm 25 | 26 | ## INSTRUCTIONS OF PROGRAM 27 | 28 | All the things are done within 3 main procedures, implement them in `main.py`: 29 | 30 | ### 1. Data input 31 | 32 | All the data must be introduced into model by the constructor `TrafficFlowModel.__init__`. 33 | 34 | ### 2. Solve 35 | 36 | Invoke `TrafficFlowModel.solve`. 37 | 38 | ### 3. Output report 39 | 40 | Invoke `TrafficFlowModel.report`. 41 | 42 | Then you can just run `$ python main.py`. 43 | 44 | ## TIPS 45 | 46 | 1. Parameters in the link performance function such as `TrafficFlowModel._alpha` and `TrafficFlowModel._beta` are directly exposed to users, one can revise them if necessary. 47 | 2. Notice the mutual correspondence between the input data while writing them into the `data.py`. 48 | 3. When the program doesn't go well, please firstly use `TrafficFlowModel.__str__` (which is already contained in `TrafficFlowModel.report`) to print all the current parameters for ensuring all the data having been introduced into model correctly. 49 | 4. In the file `main.py`, all the most-used methods of `TrafficFlowModel` class are given, which are guidelines for the user; and all functions in the repository are more or less with illustrations. 50 | 5. It happens that the travelling time of paths in each group are not approximately equal (Thanks to [@Sword-holder](https://github.com/Sword-holder) and his team members for pointing out this phenomenon), since some paths have zero flow. However, in general the number of paths is greater than that of links, which implies the linear mapping from `path_flow` to `link_flow` cannot be injective, so we cannot mathematically obtain the `path_flow` from the `link_flow`, since the inverse mapping does not exist. But this does not influence the existence of unique optimal `path_flow`, the optimal `link_flow` obtained by Frank-Wolfe algorithm is the image of optimal `path_flow` under aforementioned linear mapping. 51 | 6. This program might not be numerical stable when it encounters big road network. 52 | 7. If you have trouble with implementing of model, or find some bugs, please contact [me](mailto:zheng.andrea.li@gmail.com). 53 | 54 | ## SAMPLE 55 | 56 | This sample was provided by Prof. [F. Xiao](https://scholar.google.com/citations?user=prn-uaQAAAAJ) within his lectures at [Southwest Jiaotong University](https://english.swjtu.edu.cn/), and you can find all the data of this toy sample in `data.py`. 57 | 58 | ### Graph display 59 | 60 | ![](static/NETWORK.png) 61 | 62 | ### Parameters of links 63 | 64 | | LINK | LENGTH | NO. OF LANES | FREE FLOW SPEED | CAPACITY PER LANE| 65 | | :-----: | :----: | :----------: | :-------------: | :---------------:| 66 | | 5 - 7 | 10.0 | 2 | 60 | 1800 | 67 | | 5 - 9 | 10.0 | 2 | 60 | 1800 | 68 | | 6 - 7 | 10.0 | 2 | 60 | 1800 | 69 | | 6 - 8 | 14.1 | 2 | 60 | 1800 | 70 | | 7 - 8 | 10.0 | 2 | 60 | 1800 | 71 | | 7 - 10 | 10.0 | 2 | 60 | 1800 | 72 | | 8 - 11 | 10.0 | 2 | 60 | 1800 | 73 | | 8 - 12 | 14.1 | 2 | 60 | 1800 | 74 | | 9 - 10 | 10.0 | 2 | 60 | 1800 | 75 | | 9 - 16 | 22.4 | 2 | 60 | 1800 | 76 | | 10 - 11 | 10.0 | 2 | 60 | 1800 | 77 | | 10 - 13 | 10.0 | 2 | 60 | 1800 | 78 | | 11 - 14 | 10.0 | 2 | 60 | 1800 | 79 | | 12 - 15 | 10.0 | 2 | 60 | 1800 | 80 | | 13 - 14 | 10.0 | 2 | 60 | 1800 | 81 | | 13 - 16 | 10.0 | 2 | 60 | 1800 | 82 | | 14 - 15 | 10.0 | 2 | 60 | 1800 | 83 | | 14 - 17 | 10.0 | 2 | 60 | 1800 | 84 | | 16 - 17 | 10.0 | 2 | 60 | 1800 | 85 | 86 | ### Origin-destination pairs and demands 87 | 88 | | DEMAND | 15 | 17 | 89 | | ------ | :--- | :--: | 90 | | 5 | 6000 | 6750 | 91 | | 6 | 7500 | 5250 | 92 | 93 | ### Report of solution (printed in console) 94 | 95 | ```python 96 | # -------------------------------------------------------------------------------- 97 | # TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) 98 | # FRANK-WOLFE ALGORITHM - PARAMS OF MODEL 99 | # -------------------------------------------------------------------------------- 100 | # -------------------------------------------------------------------------------- 101 | # LINK Information: 102 | # -------------------------------------------------------------------------------- 103 | # 0 : link= ['5', '7'], free time= 10.00, capacity= 3600 104 | # 1 : link= ['5', '9'], free time= 10.00, capacity= 3600 105 | # 2 : link= ['6', '7'], free time= 10.00, capacity= 3600 106 | # 3 : link= ['6', '8'], free time= 14.10, capacity= 3600 107 | # 4 : link= ['7', '8'], free time= 10.00, capacity= 3600 108 | # 5 : link= ['7', '10'], free time= 10.00, capacity= 3600 109 | # 6 : link= ['8', '11'], free time= 10.00, capacity= 3600 110 | # 7 : link= ['8', '12'], free time= 14.10, capacity= 3600 111 | # 8 : link= ['9', '10'], free time= 10.00, capacity= 3600 112 | # 9 : link= ['9', '16'], free time= 22.40, capacity= 3600 113 | # 10 : link= ['10', '11'], free time= 10.00, capacity= 3600 114 | # 11 : link= ['10', '13'], free time= 10.00, capacity= 3600 115 | # 12 : link= ['11', '14'], free time= 10.00, capacity= 3600 116 | # 13 : link= ['12', '15'], free time= 10.00, capacity= 3600 117 | # 14 : link= ['13', '14'], free time= 10.00, capacity= 3600 118 | # 15 : link= ['13', '16'], free time= 10.00, capacity= 3600 119 | # 16 : link= ['14', '15'], free time= 10.00, capacity= 3600 120 | # 17 : link= ['14', '17'], free time= 10.00, capacity= 3600 121 | # 18 : link= ['16', '17'], free time= 10.00, capacity= 3600 122 | # -------------------------------------------------------------------------------- 123 | # OD Pairs Information: 124 | # -------------------------------------------------------------------------------- 125 | # 0 : OD pair= ['5', '15'], demand= 6000 126 | # 1 : OD pair= ['5', '17'], demand= 6750 127 | # 2 : OD pair= ['6', '15'], demand= 7500 128 | # 3 : OD pair= ['6', '17'], demand= 5250 129 | # -------------------------------------------------------------------------------- 130 | # Path Information: 131 | # -------------------------------------------------------------------------------- 132 | # 0 : Conjugated OD pair= 0, Path= ['5', '7', '8', '11', '14', '15'] 133 | # 1 : Conjugated OD pair= 0, Path= ['5', '7', '8', '12', '15'] 134 | # 2 : Conjugated OD pair= 0, Path= ['5', '7', '10', '11', '14', '15'] 135 | # 3 : Conjugated OD pair= 0, Path= ['5', '7', '10', '13', '14', '15'] 136 | # 4 : Conjugated OD pair= 0, Path= ['5', '9', '10', '11', '14', '15'] 137 | # 5 : Conjugated OD pair= 0, Path= ['5', '9', '10', '13', '14', '15'] 138 | # 6 : Conjugated OD pair= 1, Path= ['5', '7', '8', '11', '14', '17'] 139 | # 7 : Conjugated OD pair= 1, Path= ['5', '7', '10', '11', '14', '17'] 140 | # 8 : Conjugated OD pair= 1, Path= ['5', '7', '10', '13', '14', '17'] 141 | # 9 : Conjugated OD pair= 1, Path= ['5', '7', '10', '13', '16', '17'] 142 | # 10 : Conjugated OD pair= 1, Path= ['5', '9', '10', '11', '14', '17'] 143 | # 11 : Conjugated OD pair= 1, Path= ['5', '9', '10', '13', '14', '17'] 144 | # 12 : Conjugated OD pair= 1, Path= ['5', '9', '10', '13', '16', '17'] 145 | # 13 : Conjugated OD pair= 1, Path= ['5', '9', '16', '17'] 146 | # 14 : Conjugated OD pair= 2, Path= ['6', '7', '8', '11', '14', '15'] 147 | # 15 : Conjugated OD pair= 2, Path= ['6', '7', '8', '12', '15'] 148 | # 16 : Conjugated OD pair= 2, Path= ['6', '7', '10', '11', '14', '15'] 149 | # 17 : Conjugated OD pair= 2, Path= ['6', '7', '10', '13', '14', '15'] 150 | # 18 : Conjugated OD pair= 2, Path= ['6', '8', '11', '14', '15'] 151 | # 19 : Conjugated OD pair= 2, Path= ['6', '8', '12', '15'] 152 | # 20 : Conjugated OD pair= 3, Path= ['6', '7', '8', '11', '14', '17'] 153 | # 21 : Conjugated OD pair= 3, Path= ['6', '7', '10', '11', '14', '17'] 154 | # 22 : Conjugated OD pair= 3, Path= ['6', '7', '10', '13', '14', '17'] 155 | # 23 : Conjugated OD pair= 3, Path= ['6', '7', '10', '13', '16', '17'] 156 | # 24 : Conjugated OD pair= 3, Path= ['6', '8', '11', '14', '17'] 157 | # -------------------------------------------------------------------------------- 158 | # Link - Path Incidence Matrix: 159 | # -------------------------------------------------------------------------------- 160 | # [[1 1 1 1 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0] 161 | # [0 0 0 0 1 1 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0] 162 | # [0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 1 1 1 1 0] 163 | # [0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1] 164 | # [1 1 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0] 165 | # [0 0 1 1 0 0 0 1 1 1 0 0 0 0 0 0 1 1 0 0 0 1 1 1 0] 166 | # [1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1] 167 | # [0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0] 168 | # [0 0 0 0 1 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0] 169 | # [0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0] 170 | # [0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0] 171 | # [0 0 0 1 0 1 0 0 1 1 0 1 1 0 0 0 0 1 0 0 0 0 1 1 0] 172 | # [1 0 1 0 1 0 1 1 0 0 1 0 0 0 1 0 1 0 1 0 1 1 0 0 1] 173 | # [0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0] 174 | # [0 0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0] 175 | # [0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0] 176 | # [1 0 1 1 1 1 0 0 0 0 0 0 0 0 1 0 1 1 1 0 0 0 0 0 0] 177 | # [0 0 0 0 0 0 1 1 1 0 1 1 0 0 0 0 0 0 0 0 1 1 1 0 1] 178 | # [0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0]] 179 | # -------------------------------------------------------------------------------- 180 | # TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) 181 | # FRANK-WOLFE ALGORITHM - REPORT OF SOLUTION 182 | # -------------------------------------------------------------------------------- 183 | # -------------------------------------------------------------------------------- 184 | # TIMES OF ITERATION : 1199 185 | # -------------------------------------------------------------------------------- 186 | # -------------------------------------------------------------------------------- 187 | # PERFORMANCE OF LINKS 188 | # -------------------------------------------------------------------------------- 189 | # 0 : link= ['5', '7'], flow= 5632.68, time= 18.99, v/c= 1.565 190 | # 1 : link= ['5', '9'], flow= 7117.32, time= 32.92, v/c= 1.977 191 | # 2 : link= ['6', '7'], flow= 6048.31, time= 21.95, v/c= 1.680 192 | # 3 : link= ['6', '8'], flow= 6701.69, time= 39.50, v/c= 1.862 193 | # 4 : link= ['7', '8'], flow= 5392.05, time= 17.55, v/c= 1.498 194 | # 5 : link= ['7', '10'], flow= 6288.95, time= 23.97, v/c= 1.747 195 | # 6 : link= ['8', '11'], flow= 5191.43, time= 16.49, v/c= 1.442 196 | # 7 : link= ['8', '12'], flow= 6902.30, time= 42.68, v/c= 1.917 197 | # 8 : link= ['9', '10'], flow= 1481.14, time= 10.04, v/c= 0.411 198 | # 9 : link= ['9', '16'], flow= 5636.18, time= 42.59, v/c= 1.566 199 | # 10 : link= ['10', '11'], flow= 1648.04, time= 10.07, v/c= 0.458 200 | # 11 : link= ['10', '13'], flow= 6122.05, time= 22.54, v/c= 1.701 201 | # 12 : link= ['11', '14'], flow= 6839.47, time= 29.54, v/c= 1.900 202 | # 13 : link= ['12', '15'], flow= 6902.30, time= 30.27, v/c= 1.917 203 | # 14 : link= ['13', '14'], flow= 5303.10, time= 17.06, v/c= 1.473 204 | # 15 : link= ['13', '16'], flow= 818.95, time= 10.00, v/c= 0.227 205 | # 16 : link= ['14', '15'], flow= 6597.70, time= 26.92, v/c= 1.833 206 | # 17 : link= ['14', '17'], flow= 5544.87, time= 18.44, v/c= 1.540 207 | # 18 : link= ['16', '17'], flow= 6455.13, time= 25.51, v/c= 1.793 208 | # -------------------------------------------------------------------------------- 209 | # PERFORMANCE OF PATHS (GROUP BY ORIGIN-DESTINATION PAIR) 210 | # -------------------------------------------------------------------------------- 211 | # 0 : group= 0, time= 109.49, path= ['5', '7', '8', '11', '14', '15'] 212 | # 1 : group= 0, time= 109.49, path= ['5', '7', '8', '12', '15'] 213 | # 2 : group= 0, time= 109.49, path= ['5', '7', '10', '11', '14', '15'] 214 | # 3 : group= 0, time= 109.49, path= ['5', '7', '10', '13', '14', '15'] 215 | # 4 : group= 0, time= 109.49, path= ['5', '9', '10', '11', '14', '15'] 216 | # 5 : group= 0, time= 109.49, path= ['5', '9', '10', '13', '14', '15'] 217 | # 6 : group= 1, time= 101.01, path= ['5', '7', '8', '11', '14', '17'] 218 | # 7 : group= 1, time= 101.01, path= ['5', '7', '10', '11', '14', '17'] 219 | # 8 : group= 1, time= 101.01, path= ['5', '7', '10', '13', '14', '17'] 220 | # 9 : group= 1, time= 101.01, path= ['5', '7', '10', '13', '16', '17'] 221 | # 10 : group= 1, time= 101.01, path= ['5', '9', '10', '11', '14', '17'] 222 | # 11 : group= 1, time= 101.01, path= ['5', '9', '10', '13', '14', '17'] 223 | # 12 : group= 1, time= 101.01, path= ['5', '9', '10', '13', '16', '17'] 224 | # 13 : group= 1, time= 101.01, path= ['5', '9', '16', '17'] 225 | # 14 : group= 2, time= 112.45, path= ['6', '7', '8', '11', '14', '15'] 226 | # 15 : group= 2, time= 112.45, path= ['6', '7', '8', '12', '15'] 227 | # 16 : group= 2, time= 112.45, path= ['6', '7', '10', '11', '14', '15'] 228 | # 17 : group= 2, time= 112.45, path= ['6', '7', '10', '13', '14', '15'] 229 | # 18 : group= 2, time= 112.45, path= ['6', '8', '11', '14', '15'] 230 | # 19 : group= 2, time= 112.45, path= ['6', '8', '12', '15'] 231 | # 20 : group= 3, time= 103.97, path= ['6', '7', '8', '11', '14', '17'] 232 | # 21 : group= 3, time= 103.97, path= ['6', '7', '10', '11', '14', '17'] 233 | # 22 : group= 3, time= 103.97, path= ['6', '7', '10', '13', '14', '17'] 234 | # 23 : group= 3, time= 103.98, path= ['6', '7', '10', '13', '16', '17'] 235 | # 24 : group= 3, time= 103.97, path= ['6', '8', '11', '14', '17'] 236 | ``` 237 | -------------------------------------------------------------------------------- /Reference/t-f-algorithm/__pycache__/data.cpython-36.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/__pycache__/data.cpython-36.pyc -------------------------------------------------------------------------------- /Reference/t-f-algorithm/__pycache__/data.cpython-37.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/__pycache__/data.cpython-37.pyc -------------------------------------------------------------------------------- /Reference/t-f-algorithm/__pycache__/graph.cpython-36.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/__pycache__/graph.cpython-36.pyc -------------------------------------------------------------------------------- /Reference/t-f-algorithm/__pycache__/graph.cpython-37.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/__pycache__/graph.cpython-37.pyc -------------------------------------------------------------------------------- /Reference/t-f-algorithm/__pycache__/model.cpython-36.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/__pycache__/model.cpython-36.pyc -------------------------------------------------------------------------------- /Reference/t-f-algorithm/__pycache__/model.cpython-37.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/__pycache__/model.cpython-37.pyc -------------------------------------------------------------------------------- /Reference/t-f-algorithm/data.py: -------------------------------------------------------------------------------- 1 | """ SAMPLE 2 | In this file you can find sample data which could be used 3 | into the TrafficFlowMod class in model.py file 4 | """ 5 | 6 | # Graph represented by directed dictionary 7 | # In order: first ("5", "7"), second ("5", "9"), third ("6", "7")... 8 | graph = [ 9 | ("1", ["2", "3"]), 10 | ("2", ["3", "4"]), 11 | ("3", ["4"]), 12 | ("4", []) 13 | ] 14 | 15 | # Capacity of each link (Conjugated to Graph with order) 16 | # Here all the 19 links have the same capacity 17 | capacity = [45+8.4828, 40+7.6246, 70+0.0001, 40+6.5432, 45+7.4799] 18 | 19 | # Free travel time of each link (Conjugated to Graph with order) 20 | free_time = [ 21 | 4, 6, 2, 5, 3 22 | ] 23 | 24 | # Origin-destination pairs 25 | origins = ["1"] 26 | destinations = ["4"] 27 | # Generated ordered OD pairs: 28 | # first ("5", "15"), second ("5", "17"), third ("6", "15")... 29 | 30 | 31 | # Demand between each OD pair (Conjugated to the Cartesian 32 | # product of Origins and destinations with order) 33 | demand = [180] 34 | 35 | -------------------------------------------------------------------------------- /Reference/t-f-algorithm/graph.py: -------------------------------------------------------------------------------- 1 | 2 | class Graph(object): 3 | """ DIRECTED GRAPH CLASS 4 | 5 | A simple Python graph class, demonstrating the essential 6 | facts and functionalities of directed graphs, and it is 7 | designed for our traffic flow assignment problem, thus we 8 | have the following assumptions: 9 | 10 | 1. The graph contains no self-loop, that is, an edge that 11 | connects a vertex to itself; 12 | 13 | 2. There is at most one edge which connects two vertice; 14 | 15 | Revised from: https://www.python-course.eu/graphs_python.php 16 | and in our case we must give order to all the edges, thus we 17 | do not use the unordered data structure. 18 | """ 19 | 20 | def __init__(self, graph_dict= None): 21 | """ initializes a directed graph object by a dictionary, 22 | If no dictionary or None is given, an empty dictionary 23 | will be used. Notice that this initial graph cannot 24 | contain a self-loop. 25 | """ 26 | from collections import OrderedDict 27 | if graph_dict == None: 28 | graph_dict = OrderedDict() 29 | self.__graph_dict = OrderedDict(graph_dict) 30 | if self.__is_with_loop(): 31 | raise ValueError("The graph are supposed to be without self-loop please recheck the input data!") 32 | 33 | def vertices(self): 34 | """ returns the vertices of a graph 35 | """ 36 | return list(self.__graph_dict.keys()) 37 | 38 | def edges(self): 39 | """ returns the edges of a graph 40 | """ 41 | return self.__generate_edges() 42 | 43 | def add_vertex(self, vertex): 44 | """ If the vertex "vertex" is not in 45 | self.__graph_dict, a key "vertex" with an empty 46 | list as a value is added to the dictionary. 47 | Otherwise nothing has to be done. 48 | """ 49 | if vertex not in self.__graph_dict: 50 | self.__graph_dict[vertex] = [] 51 | else: 52 | print("The vertex %s already exists in the graph, thus it has been ignored!" % vertex) 53 | 54 | def add_edge(self, edge): 55 | """ Assume that edge is ordered, and between two 56 | vertices there could exists only one edge. 57 | """ 58 | vertex1, vertex2 = self.__decompose_edge(edge) 59 | if not self.__is_edge_in_graph(edge): 60 | if vertex1 in self.__graph_dict: 61 | self.__graph_dict[vertex1].append(vertex2) 62 | if vertex2 not in self.__graph_dict: 63 | self.__graph_dict[vertex2] = [] 64 | else: 65 | self.__graph_dict[vertex1] = [vertex2] 66 | else: 67 | print("The edge %s already exists in the graph, thus it has been ignored!" % ([vertex1, vertex2])) 68 | 69 | def find_all_paths(self, start_vertex, end_vertex, path= []): 70 | """ find all simple paths (path with no repeated vertices) 71 | from start vertex to end vertex in graph 72 | """ 73 | path = path + [start_vertex] 74 | if start_vertex == end_vertex: 75 | return [path] 76 | paths = [] 77 | for neighbor in self.__graph_dict[start_vertex]: 78 | if neighbor not in path: 79 | sub_paths = self.find_all_paths(neighbor, end_vertex, path) 80 | for sub_path in sub_paths: 81 | paths.append(sub_path) 82 | return paths 83 | 84 | def __is_edge_in_graph(self, edge): 85 | """ Judge if an edge is already in the graph 86 | """ 87 | vertex1, vertex2 = self.__decompose_edge(edge) 88 | if vertex1 in self.__graph_dict: 89 | if vertex2 in self.__graph_dict[vertex1]: 90 | return True 91 | else: 92 | return False 93 | else: 94 | return False 95 | 96 | def __decompose_edge(self, edge): 97 | """ Input is a list or a tuple with only two elements 98 | """ 99 | if (isinstance(edge, list) or isinstance(edge, tuple)) and len(edge) == 2: 100 | return edge[0], edge[1] 101 | else: 102 | raise ValueError("%s is not of type list or tuple or its length does not equal to 2" % edge) 103 | 104 | def __is_with_loop(self): 105 | """ If the graph contains a self-loop, that is, an 106 | edge connects a vertex to itself, then return 107 | True, otherwise return False 108 | """ 109 | for vertex in self.__graph_dict: 110 | if vertex in self.__graph_dict[vertex]: 111 | return True 112 | return False 113 | 114 | def __generate_edges(self): 115 | """ A static method generating the edges of the 116 | graph "graph". Edges are represented as list 117 | of two vertices 118 | """ 119 | edges = [] 120 | for vertex in self.__graph_dict: 121 | for neighbor in self.__graph_dict[vertex]: 122 | edges.append([vertex, neighbor]) 123 | return edges 124 | 125 | def __str__(self): 126 | res = "vertices: " 127 | for k in self.__graph_dict: 128 | res += str(k) + " " 129 | res += "\nedges: " 130 | for edge in self.__generate_edges(): 131 | res += str(edge) + " " 132 | return res 133 | 134 | class TrafficNetwork(Graph): 135 | ''' TRAFFIC NETWORK CLASS 136 | Traffic network is a combination of basic graph 137 | and the demands, the informations about links, paths 138 | and link-path incidence matrix will be generated 139 | after the initialization. 140 | ''' 141 | 142 | def __init__(self, graph= None, O= [], D= []): 143 | Graph.__init__(self, graph) 144 | self.__origins = O 145 | self.__destinations = D 146 | self.__cast() 147 | 148 | # Override of add_edge function, notice that when an edge 149 | # is added, then the links and paths will changes alongside. 150 | # However, it doesn't matter when a vertex is added 151 | def add_edge(self, edge): 152 | Graph.add_edge(self, edge) 153 | self.__cast() 154 | 155 | def add_origin(self, origin): 156 | if origin not in self.__origins: 157 | self.__origins.append(origin) 158 | self.__cast() 159 | else: 160 | print("The origin %s already exists, thus has been ignored!" % origin) 161 | 162 | def add_destination(self, destination): 163 | if destination not in self.__destinations: 164 | self.__destinations.append(destination) 165 | self.__cast() 166 | else: 167 | print("The destination %s already exists, thus has been ignored!" % destination) 168 | 169 | def num_of_links(self): 170 | return len(self.__links) 171 | 172 | def num_of_paths(self): 173 | return len(self.__paths) 174 | 175 | def num_of_OD_pairs(self): 176 | return len(self.__OD_pairs) 177 | 178 | def __cast(self): 179 | """ Calculate or re-calculate the links, paths and 180 | Link-Path incidence matrix 181 | """ 182 | if self.__origins != None and self.__destinations != None: 183 | # OD pairs = Origin-Destination Pairs 184 | self.__OD_pairs = self.__generate_OD_pairs() 185 | self.__links = self.edges() 186 | self.__paths, self.__paths_category = self.__generate_paths_by_demands() 187 | # LP Matrix = Link-Path Incidence Matrix 188 | self.__LP_matrix = self.__generate_LP_matrix() 189 | 190 | def __generate_OD_pairs(self): 191 | ''' Generate the OD pairs (Origin-Destination Pairs) 192 | by Cartesian production 193 | ''' 194 | OD_pairs = [] 195 | for o in self.__origins: 196 | for d in self.__destinations: 197 | OD_pairs.append([o, d]) 198 | return OD_pairs 199 | 200 | def __generate_paths_by_demands(self): 201 | """ According the demands, i.e. the origins and the 202 | destinations of the traffic flow, to construct a list 203 | of paths which are necessary for the traffic flow 204 | assignment model 205 | """ 206 | paths_by_demands = [] 207 | paths_category = [] 208 | od_pair_index = 0 209 | for OD_pair in self.__OD_pairs: 210 | paths = self.find_all_paths(*OD_pair) 211 | paths_by_demands.extend(paths) 212 | paths_category.extend([od_pair_index] * len(paths)) 213 | od_pair_index += 1 214 | return paths_by_demands, paths_category 215 | 216 | def __generate_LP_matrix(self): 217 | """ Generate the Link-Path incidence matrix Delta: 218 | if the i-th link is on j-th link, then delta_ij = 1, 219 | otherwise delta_ij = 0 220 | """ 221 | import numpy as np 222 | n_links = self.num_of_links() 223 | n_paths = self.num_of_paths() 224 | lp_mat = np.zeros(shape= (n_links, n_paths), dtype= int) 225 | path_index = 0 226 | for path in self.__paths: 227 | for i in range(len(path) - 1): 228 | current_link = self.__get_link_from_path_by_order(path, i) 229 | link_index = self.__links.index(current_link) 230 | lp_mat[link_index, path_index] = 1 231 | path_index += 1 232 | return lp_mat 233 | 234 | def __get_link_from_path_by_order(self, path, order): 235 | """ Given a path, which is a list with length N, 236 | search the link by order, which is a integer 237 | in the range [0, N-2] 238 | """ 239 | if len(path) >= 2: 240 | if order >= 0 and order <= len(path) - 2: 241 | return [path[order], path[order+1]] 242 | else: 243 | raise ValueError("%d is not in the reasonale range!" % order) 244 | else: 245 | raise ValueError("%s contains only one vertex and cannot be input!" % path) 246 | 247 | def disp_links(self): 248 | ''' Print all the links in the network by order 249 | ''' 250 | counter = 0 251 | for link in self.__links: 252 | print("%d : %s" % (counter, link)) 253 | counter += 1 254 | 255 | def disp_paths(self): 256 | """ Print all the paths in order according to 257 | given origins and destinations 258 | """ 259 | counter = 0 260 | for path in self.__paths: 261 | print("%d : %s " % (counter, path)) 262 | counter += 1 263 | 264 | def LP_matrix(self): 265 | ''' Return the Link-Path matrix of 266 | current traffic network 267 | ''' 268 | return self.__LP_matrix 269 | 270 | def LP_matrix_rank(self): 271 | ''' Return the rank of Link-Path matrix 272 | of current traffic network 273 | ''' 274 | import numpy as np 275 | return np.linalg.matrix_rank(self.__LP_matrix) 276 | 277 | def OD_pairs(self): 278 | """ Return the origin-destination pairs of 279 | current traffic network 280 | """ 281 | return self.__OD_pairs 282 | 283 | def paths_category(self): 284 | """ Return a list which implies the conjugacy 285 | between path (self.__paths) and origin- 286 | destinaiton pair (self.__OD_pairs) 287 | """ 288 | return self.__paths_category 289 | 290 | def paths(self): 291 | """ Return the paths with respected to given 292 | origins and destinations 293 | """ 294 | return self.__paths -------------------------------------------------------------------------------- /Reference/t-f-algorithm/main.py: -------------------------------------------------------------------------------- 1 | from model import TrafficFlowModel 2 | import data as dt 3 | 4 | # Initialize the model by data 5 | mod = TrafficFlowModel(dt.graph, dt.origins, dt.destinations, 6 | dt.demand, dt.free_time, dt.capacity) 7 | 8 | # Change the accuracy of solution if necessary 9 | # mod._conv_accuracy = 1e-6 10 | 11 | # Display all the numerical details of 12 | # each variable during the iteritions 13 | # mod.disp_detail() 14 | 15 | # Set the precision of display, which influences 16 | # only the digit of numerical component in arrays 17 | # mod.set_disp_precision(4) 18 | 19 | # Solve the model by Frank-Wolfe Algorithm 20 | mod.solve() 21 | 22 | # Generate report to console 23 | mod.report() 24 | 25 | # Return the solution if necessary 26 | flow, link_t, path_t, v_c = mod._formatted_solution() 27 | print("flow: "+str(flow)) 28 | print("link_t: "+str(link_t)) 29 | print("path_t: "+str(path_t)) 30 | print("v_c: "+str(v_c)) 31 | print(type(flow)) 32 | -------------------------------------------------------------------------------- /Reference/t-f-algorithm/model.py: -------------------------------------------------------------------------------- 1 | from graph import TrafficNetwork, Graph 2 | import numpy as np 3 | 4 | 5 | class TrafficFlowModel: 6 | ''' TRAFFIC FLOW ASSIGN MODEL 7 | Inside the Frank-Wolfe algorithm is given, one can use 8 | the method `solve` to compute the numerical solution of 9 | User Equilibrium problem. 10 | ''' 11 | def __init__(self, graph= None, origins= [], destinations= [], 12 | demands= [], link_free_time= None, link_capacity= None): 13 | 14 | self.__network = TrafficNetwork(graph= graph, O= origins, D= destinations) 15 | 16 | # Initialization of parameters 17 | self.__link_free_time = np.array(link_free_time) 18 | self.__link_capacity = np.array(link_capacity) 19 | self.__demand = np.array(demands) 20 | 21 | # Alpha and beta (used in performance function) 22 | self._alpha = 0.15 23 | self._beta = 4 24 | 25 | # Convergent criterion 26 | self._conv_accuracy = 1e-5 27 | 28 | # Boolean varible: If true print the detail while iterations 29 | self.__detail = False 30 | 31 | # Boolean varible: If true the model is solved properly 32 | self.__solved = False 33 | 34 | # Some variables for contemporarily storing the 35 | # computation result 36 | self.__final_link_flow = None 37 | self.__iterations_times = None 38 | 39 | 40 | def __insert_links_in_order(self, links): 41 | ''' Insert the links as the expected order into the 42 | data structure `TrafficFlowModel.__network` 43 | ''' 44 | first_vertice = [link[0] for link in links] 45 | for vertex in first_vertice: 46 | self.__network.add_vertex(vertex) 47 | for link in links: 48 | self.__network.add_edge(link) 49 | 50 | def solve(self): 51 | ''' Solve the traffic flow assignment model (user equilibrium) 52 | by Frank-Wolfe algorithm, all the necessary data must be 53 | properly input into the model in advance. 54 | 55 | (Implicitly) Return 56 | ------ 57 | self.__solved = True 58 | ''' 59 | if self.__detail: 60 | print(self.__dash_line()) 61 | print("TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - DETAIL OF ITERATIONS") 62 | print(self.__dash_line()) 63 | print(self.__dash_line()) 64 | print("Initialization") 65 | print(self.__dash_line()) 66 | 67 | # Step 0: based on the x0, generate the x1 68 | empty_flow = np.zeros(self.__network.num_of_links()) 69 | link_flow = self.__all_or_nothing_assign(empty_flow) 70 | 71 | counter = 0 72 | while True: 73 | 74 | if self.__detail: 75 | print(self.__dash_line()) 76 | print("Iteration %s" % counter) 77 | print(self.__dash_line()) 78 | print("Current link flow:\n%s" % link_flow) 79 | 80 | # Step 1 & Step 2: Use the link flow matrix -x to generate the time, then generate the auxiliary link flow matrix -y 81 | auxiliary_link_flow = self.__all_or_nothing_assign(link_flow) 82 | 83 | # Step 3: Linear Search 84 | opt_theta = self.__golden_section(link_flow, auxiliary_link_flow) 85 | 86 | # Step 4: Using optimal theta to update the link flow matrix 87 | new_link_flow = (1 - opt_theta) * link_flow + opt_theta * auxiliary_link_flow 88 | 89 | # Print the detail if necessary 90 | if self.__detail: 91 | print("Optimal theta: %.8f" % opt_theta) 92 | print("Auxiliary link flow:\n%s" % auxiliary_link_flow) 93 | 94 | # Step 5: Check the Convergence, if FALSE, then return to Step 1 95 | if self.__is_convergent(link_flow, new_link_flow): 96 | if self.__detail: 97 | print(self.__dash_line()) 98 | self.__solved = True 99 | self.__final_link_flow = new_link_flow 100 | self.__iterations_times = counter 101 | break 102 | else: 103 | link_flow = new_link_flow 104 | counter += 1 105 | 106 | def _formatted_solution(self): 107 | ''' According to the link flow we obtained in `solve`, 108 | generate a tuple which contains four elements: 109 | `link flow`, `link travel time`, `path travel time` and 110 | `link vehicle capacity ratio`. This function is exposed 111 | to users in case they need to do some extensions based 112 | on the computation result. 113 | ''' 114 | if self.__solved: 115 | link_flow = self.__final_link_flow 116 | link_time = self.__link_flow_to_link_time(link_flow) 117 | path_time = self.__link_time_to_path_time(link_time) 118 | link_vc = link_flow / self.__link_capacity 119 | return link_flow, link_time, path_time, link_vc 120 | else: 121 | return None 122 | 123 | def report(self): 124 | ''' Generate the report of the result in console, 125 | this function can be invoked only after the 126 | model is solved. 127 | ''' 128 | if self.__solved: 129 | # Print the input of the model 130 | print(self) 131 | 132 | # Print the report 133 | 134 | # Do the computation 135 | link_flow, link_time, path_time, link_vc = self._formatted_solution() 136 | 137 | print(self.__dash_line()) 138 | print("TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - REPORT OF SOLUTION") 139 | print(self.__dash_line()) 140 | print(self.__dash_line()) 141 | print("TIMES OF ITERATION : %d" % self.__iterations_times) 142 | print(self.__dash_line()) 143 | print(self.__dash_line()) 144 | print("PERFORMANCE OF LINKS") 145 | print(self.__dash_line()) 146 | for i in range(self.__network.num_of_links()): 147 | print("%2d : link= %12s, flow= %8.2f, time= %8.3f, v/c= %.3f" % (i, self.__network.edges()[i], link_flow[i], link_time[i], link_vc[i])) 148 | print(self.__dash_line()) 149 | print("PERFORMANCE OF PATHS (GROUP BY ORIGIN-DESTINATION PAIR)") 150 | print(self.__dash_line()) 151 | counter = 0 152 | for i in range(self.__network.num_of_paths()): 153 | if counter < self.__network.paths_category()[i]: 154 | counter = counter + 1 155 | print(self.__dash_line()) 156 | print("%2d : group= %2d, time= %8.3f, path= %s" % (i, self.__network.paths_category()[i], path_time[i], self.__network.paths()[i])) 157 | print(self.__dash_line()) 158 | else: 159 | raise ValueError("The report could be generated only after the model is solved!") 160 | 161 | def __all_or_nothing_assign(self, link_flow): 162 | ''' Perform the all-or-nothing assignment of 163 | Frank-Wolfe algorithm in the User Equilibrium 164 | Traffic Assignment Model. 165 | This assignment aims to assign all the traffic 166 | flow, within given origin and destination, into 167 | the least time consuming path 168 | 169 | Input: link flow -> Output: new link flow 170 | The input is an array. 171 | ''' 172 | # LINK FLOW -> LINK TIME 173 | link_time = self.__link_flow_to_link_time(link_flow) 174 | # LINK TIME -> PATH TIME 175 | path_time = self.__link_time_to_path_time(link_time) 176 | 177 | # PATH TIME -> PATH FLOW 178 | # Find the minimal traveling time within group 179 | # (splited by origin - destination pairs) and 180 | # assign all the flow to that path 181 | path_flow = np.zeros(self.__network.num_of_paths()) 182 | for OD_pair_index in range(self.__network.num_of_OD_pairs()): 183 | indice_grouped = [] 184 | for path_index in range(self.__network.num_of_paths()): 185 | if self.__network.paths_category()[path_index] == OD_pair_index: 186 | indice_grouped.append(path_index) 187 | sub_path_time = [path_time[ind] for ind in indice_grouped] 188 | min_in_group = min(sub_path_time) 189 | ind_min = sub_path_time.index(min_in_group) 190 | target_path_ind = indice_grouped[ind_min] 191 | path_flow[target_path_ind] = self.__demand[OD_pair_index] 192 | if self.__detail: 193 | print("Link time:\n%s" % link_time) 194 | print("Path flow:\n%s" % path_flow) 195 | print("Path time:\n%s" % path_time) 196 | 197 | # PATH FLOW -> LINK FLOW 198 | new_link_flow = self.__path_flow_to_link_flow(path_flow) 199 | 200 | return new_link_flow 201 | 202 | def __link_flow_to_link_time(self, link_flow): 203 | ''' Based on current link flow, use link 204 | time performance function to compute the link 205 | traveling time. 206 | The input is an array. 207 | ''' 208 | n_links = self.__network.num_of_links() 209 | link_time = np.zeros(n_links) 210 | for i in range(n_links): 211 | link_time[i] = self.__link_time_performance(link_flow[i], self.__link_free_time[i], self.__link_capacity[i]) 212 | return link_time 213 | 214 | def __link_time_to_path_time(self, link_time): 215 | ''' Based on current link traveling time, 216 | use link-path incidence matrix to compute 217 | the path traveling time. 218 | The input is an array. 219 | ''' 220 | path_time = link_time.dot(self.__network.LP_matrix()) 221 | return path_time 222 | 223 | def __path_flow_to_link_flow(self, path_flow): 224 | ''' Based on current path flow, use link-path incidence 225 | matrix to compute the traffic flow on each link. 226 | The input is an array. 227 | ''' 228 | link_flow = self.__network.LP_matrix().dot(path_flow) 229 | return link_flow 230 | 231 | def _get_path_free_time(self): 232 | ''' Only used in the final evaluation, not the recursive structure 233 | ''' 234 | path_free_time = self.__link_free_time.dot(self.__network.LP_matrix()) 235 | return path_free_time 236 | 237 | def __link_time_performance(self, link_flow, t0, capacity): 238 | ''' Performance function, which indicates the relationship 239 | between flows (traffic volume) and travel time on 240 | the same link. According to the suggestion from Federal 241 | Highway Administration (FHWA) of America, we could use 242 | the following function: BPR function 243 | t = t0 * (1 + alpha * (flow / capacity))^beta 244 | ''' 245 | value = t0 * (1 + self._alpha * ((link_flow/capacity)**self._beta)) 246 | return value 247 | 248 | def __link_time_performance_integrated(self, link_flow, t0, capacity): 249 | ''' The integrated (with repsect to link flow) form of 250 | aforementioned performance function. 251 | ''' 252 | val1 = t0 * link_flow 253 | # Some optimization should be implemented for avoiding overflow 254 | val2 = (self._alpha * t0 * link_flow / (self._beta + 1)) * (link_flow / capacity)**self._beta 255 | value = val1 + val2 256 | return value 257 | 258 | def __object_function(self, mixed_flow): 259 | ''' Objective function in the linear search step 260 | of the optimization model of user equilibrium 261 | traffic assignment problem, the only variable 262 | is mixed_flow in this case. 263 | ''' 264 | val = 0 265 | for i in range(self.__network.num_of_links()): 266 | val += self.__link_time_performance_integrated(link_flow= mixed_flow[i], t0= self.__link_free_time[i], capacity= self.__link_capacity[i]) 267 | return val 268 | 269 | def __golden_section(self, link_flow, auxiliary_link_flow, accuracy= 1e-8): 270 | ''' The golden-section search is a technique for 271 | finding the extremum of a strictly unimodal 272 | function by successively narrowing the range 273 | of values inside which the extremum is known 274 | to exist. The accuracy is suggested to be set 275 | as 1e-8. For more details please refer to: 276 | https://en.wikipedia.org/wiki/Golden-section_search 277 | ''' 278 | # Initial params, notice that in our case the 279 | # optimal theta must be in the interval [0, 1] 280 | LB = 0 281 | UB = 1 282 | goldenPoint = 0.618 283 | leftX = LB + (1 - goldenPoint) * (UB - LB) 284 | rightX = LB + goldenPoint * (UB - LB) 285 | while True: 286 | val_left = self.__object_function((1 - leftX) * link_flow + leftX * auxiliary_link_flow) 287 | val_right = self.__object_function((1 - rightX) * link_flow + rightX * auxiliary_link_flow) 288 | if val_left <= val_right: 289 | UB = rightX 290 | else: 291 | LB = leftX 292 | if abs(LB - UB) < accuracy: 293 | opt_theta = (rightX + leftX) / 2.0 294 | return opt_theta 295 | else: 296 | if val_left <= val_right: 297 | rightX = leftX 298 | leftX = LB + (1 - goldenPoint) * (UB - LB) 299 | else: 300 | leftX = rightX 301 | rightX = LB + goldenPoint*(UB - LB) 302 | 303 | def __is_convergent(self, flow1, flow2): 304 | ''' Regard those two link flows lists as the point 305 | in Euclidean space R^n, then judge the convergence 306 | under given accuracy criterion. 307 | Here the formula 308 | ERR = || x_{k+1} - x_{k} || / || x_{k} || 309 | is recommended. 310 | ''' 311 | err = np.linalg.norm(flow1 - flow2) / np.linalg.norm(flow1) 312 | if self.__detail: 313 | print("ERR: %.8f" % err) 314 | if err < self._conv_accuracy: 315 | return True 316 | else: 317 | return False 318 | 319 | def disp_detail(self): 320 | ''' Display all the numerical details of each variable 321 | during the iteritions. 322 | ''' 323 | self.__detail = True 324 | 325 | def set_disp_precision(self, precision): 326 | ''' Set the precision of display, which influences only 327 | the digit of numerical component in arrays. 328 | ''' 329 | np.set_printoptions(precision= precision) 330 | 331 | def __dash_line(self): 332 | ''' Return a string which consistently 333 | contains '-' with fixed length 334 | ''' 335 | return "-" * 80 336 | 337 | def __str__(self): 338 | string = "" 339 | string += self.__dash_line() 340 | string += "\n" 341 | string += "TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - PARAMS OF MODEL" 342 | string += "\n" 343 | string += self.__dash_line() 344 | string += "\n" 345 | string += self.__dash_line() 346 | string += "\n" 347 | string += "LINK Information:\n" 348 | string += self.__dash_line() 349 | string += "\n" 350 | for i in range(self.__network.num_of_links()): 351 | string += "%2d : link= %s, free time= %.2f, capacity= %s \n" % (i, self.__network.edges()[i], self.__link_free_time[i], self.__link_capacity[i]) 352 | string += self.__dash_line() 353 | string += "\n" 354 | string += "OD Pairs Information:\n" 355 | string += self.__dash_line() 356 | string += "\n" 357 | for i in range(self.__network.num_of_OD_pairs()): 358 | string += "%2d : OD pair= %s, demand= %d \n" % (i, self.__network.OD_pairs()[i], self.__demand[i]) 359 | string += self.__dash_line() 360 | string += "\n" 361 | string += "Path Information:\n" 362 | string += self.__dash_line() 363 | string += "\n" 364 | for i in range(self.__network.num_of_paths()): 365 | string += "%2d : Conjugated OD pair= %s, Path= %s \n" % (i, self.__network.paths_category()[i], self.__network.paths()[i]) 366 | string += self.__dash_line() 367 | string += "\n" 368 | string += f"Link-Path Incidence Matrix (Rank: {self.__network.LP_matrix_rank()}):\n" 369 | string += self.__dash_line() 370 | string += "\n" 371 | string += str(self.__network.LP_matrix()) 372 | return string -------------------------------------------------------------------------------- /Reference/t-f-algorithm/static/NETWORK.png: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/static/NETWORK.png -------------------------------------------------------------------------------- /Reference/t-f-algorithm/static/user-equilibrium-solution.pdf: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/Reference/t-f-algorithm/static/user-equilibrium-solution.pdf -------------------------------------------------------------------------------- /__pycache__/MyProblem.cpython-37.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/__pycache__/MyProblem.cpython-37.pyc -------------------------------------------------------------------------------- /__pycache__/graph.cpython-37.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/__pycache__/graph.cpython-37.pyc -------------------------------------------------------------------------------- /__pycache__/model.cpython-37.pyc: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/__pycache__/model.cpython-37.pyc -------------------------------------------------------------------------------- /graph.py: -------------------------------------------------------------------------------- 1 | 2 | class Graph(object): 3 | """ DIRECTED GRAPH CLASS 4 | 5 | A simple Python graph class, demonstrating the essential 6 | facts and functionalities of directed graphs, and it is 7 | designed for our traffic flow assignment problem, thus we 8 | have the following assumptions: 9 | 10 | 1. The graph contains no self-loop, that is, an edge that 11 | connects a vertex to itself; 12 | 13 | 2. There is at most one edge which connects two vertice; 14 | 15 | Revised from: https://www.python-course.eu/graphs_python.php 16 | and in our case we must give order to all the edges, thus we 17 | do not use the unordered data structure. 18 | """ 19 | 20 | def __init__(self, graph_dict= None): 21 | """ initializes a directed graph object by a dictionary, 22 | If no dictionary or None is given, an empty dictionary 23 | will be used. Notice that this initial graph cannot 24 | contain a self-loop. 25 | """ 26 | from collections import OrderedDict 27 | if graph_dict == None: 28 | graph_dict = OrderedDict() 29 | self.__graph_dict = OrderedDict(graph_dict) 30 | if self.__is_with_loop(): 31 | raise ValueError("The graph are supposed to be without self-loop please recheck the input data!") 32 | 33 | def vertices(self): 34 | """ returns the vertices of a graph 35 | """ 36 | return list(self.__graph_dict.keys()) 37 | 38 | def edges(self): 39 | """ returns the edges of a graph 40 | """ 41 | return self.__generate_edges() 42 | 43 | def add_vertex(self, vertex): 44 | """ If the vertex "vertex" is not in 45 | self.__graph_dict, a key "vertex" with an empty 46 | list as a value is added to the dictionary. 47 | Otherwise nothing has to be done. 48 | """ 49 | if vertex not in self.__graph_dict: 50 | self.__graph_dict[vertex] = [] 51 | else: 52 | print("The vertex %s already exists in the graph, thus it has been ignored!" % vertex) 53 | 54 | def add_edge(self, edge): 55 | """ Assume that edge is ordered, and between two 56 | vertices there could exists only one edge. 57 | """ 58 | vertex1, vertex2 = self.__decompose_edge(edge) 59 | if not self.__is_edge_in_graph(edge): 60 | if vertex1 in self.__graph_dict: 61 | self.__graph_dict[vertex1].append(vertex2) 62 | if vertex2 not in self.__graph_dict: 63 | self.__graph_dict[vertex2] = [] 64 | else: 65 | self.__graph_dict[vertex1] = [vertex2] 66 | else: 67 | print("The edge %s already exists in the graph, thus it has been ignored!" % ([vertex1, vertex2])) 68 | 69 | def find_all_paths(self, start_vertex, end_vertex, path= []): 70 | """ find all simple paths (path with no repeated vertices) 71 | from start vertex to end vertex in graph 72 | """ 73 | path = path + [start_vertex] 74 | if start_vertex == end_vertex: 75 | return [path] 76 | paths = [] 77 | for neighbor in self.__graph_dict[start_vertex]: 78 | if neighbor not in path: 79 | sub_paths = self.find_all_paths(neighbor, end_vertex, path) 80 | for sub_path in sub_paths: 81 | paths.append(sub_path) 82 | return paths 83 | 84 | def __is_edge_in_graph(self, edge): 85 | """ Judge if an edge is already in the graph 86 | """ 87 | vertex1, vertex2 = self.__decompose_edge(edge) 88 | if vertex1 in self.__graph_dict: 89 | if vertex2 in self.__graph_dict[vertex1]: 90 | return True 91 | else: 92 | return False 93 | else: 94 | return False 95 | 96 | def __decompose_edge(self, edge): 97 | """ Input is a list or a tuple with only two elements 98 | """ 99 | if (isinstance(edge, list) or isinstance(edge, tuple)) and len(edge) == 2: 100 | return edge[0], edge[1] 101 | else: 102 | raise ValueError("%s is not of type list or tuple or its length does not equal to 2" % edge) 103 | 104 | def __is_with_loop(self): 105 | """ If the graph contains a self-loop, that is, an 106 | edge connects a vertex to itself, then return 107 | True, otherwise return False 108 | """ 109 | for vertex in self.__graph_dict: 110 | if vertex in self.__graph_dict[vertex]: 111 | return True 112 | return False 113 | 114 | def __generate_edges(self): 115 | """ A static method generating the edges of the 116 | graph "graph". Edges are represented as list 117 | of two vertices 118 | """ 119 | edges = [] 120 | for vertex in self.__graph_dict: 121 | for neighbor in self.__graph_dict[vertex]: 122 | edges.append([vertex, neighbor]) 123 | return edges 124 | 125 | def __str__(self): 126 | res = "vertices: " 127 | for k in self.__graph_dict: 128 | res += str(k) + " " 129 | res += "\nedges: " 130 | for edge in self.__generate_edges(): 131 | res += str(edge) + " " 132 | return res 133 | 134 | class TrafficNetwork(Graph): 135 | ''' TRAFFIC NETWORK CLASS 136 | Traffic network is a combination of basic graph 137 | and the demands, the informations about links, paths 138 | and link-path incidence matrix will be generated 139 | after the initialization. 140 | ''' 141 | 142 | def __init__(self, graph= None, O= [], D= []): 143 | Graph.__init__(self, graph) 144 | self.__origins = O 145 | self.__destinations = D 146 | self.__cast() 147 | 148 | # Override of add_edge function, notice that when an edge 149 | # is added, then the links and paths will changes alongside. 150 | # However, it doesn't matter when a vertex is added 151 | def add_edge(self, edge): 152 | Graph.add_edge(self, edge) 153 | self.__cast() 154 | 155 | def add_origin(self, origin): 156 | if origin not in self.__origins: 157 | self.__origins.append(origin) 158 | self.__cast() 159 | else: 160 | print("The origin %s already exists, thus has been ignored!" % origin) 161 | 162 | def add_destination(self, destination): 163 | if destination not in self.__destinations: 164 | self.__destinations.append(destination) 165 | self.__cast() 166 | else: 167 | print("The destination %s already exists, thus has been ignored!" % destination) 168 | 169 | def num_of_links(self): 170 | return len(self.__links) 171 | 172 | def num_of_paths(self): 173 | return len(self.__paths) 174 | 175 | def num_of_OD_pairs(self): 176 | return len(self.__OD_pairs) 177 | 178 | def __cast(self): 179 | """ Calculate or re-calculate the links, paths and 180 | Link-Path incidence matrix 181 | """ 182 | if self.__origins != None and self.__destinations != None: 183 | # OD pairs = Origin-Destination Pairs 184 | self.__OD_pairs = self.__generate_OD_pairs() 185 | self.__links = self.edges() 186 | self.__paths, self.__paths_category = self.__generate_paths_by_demands() 187 | # LP Matrix = Link-Path Incidence Matrix 188 | self.__LP_matrix = self.__generate_LP_matrix() 189 | 190 | def __generate_OD_pairs(self): 191 | ''' Generate the OD pairs (Origin-Destination Pairs) 192 | by Cartesian production 193 | ''' 194 | OD_pairs = [] 195 | for o in self.__origins: 196 | for d in self.__destinations: 197 | OD_pairs.append([o, d]) 198 | return OD_pairs 199 | 200 | def __generate_paths_by_demands(self): 201 | """ According the demands, i.e. the origins and the 202 | destinations of the traffic flow, to construct a list 203 | of paths which are necessary for the traffic flow 204 | assignment model 205 | """ 206 | paths_by_demands = [] 207 | paths_category = [] 208 | od_pair_index = 0 209 | for OD_pair in self.__OD_pairs: 210 | paths = self.find_all_paths(*OD_pair) 211 | paths_by_demands.extend(paths) 212 | paths_category.extend([od_pair_index] * len(paths)) 213 | od_pair_index += 1 214 | return paths_by_demands, paths_category 215 | 216 | def __generate_LP_matrix(self): 217 | """ Generate the Link-Path incidence matrix Delta: 218 | if the i-th link is on j-th link, then delta_ij = 1, 219 | otherwise delta_ij = 0 220 | """ 221 | import numpy as np 222 | n_links = self.num_of_links() 223 | n_paths = self.num_of_paths() 224 | lp_mat = np.zeros(shape= (n_links, n_paths), dtype= int) 225 | path_index = 0 226 | for path in self.__paths: 227 | for i in range(len(path) - 1): 228 | current_link = self.__get_link_from_path_by_order(path, i) 229 | link_index = self.__links.index(current_link) 230 | lp_mat[link_index, path_index] = 1 231 | path_index += 1 232 | return lp_mat 233 | 234 | def __get_link_from_path_by_order(self, path, order): 235 | """ Given a path, which is a list with length N, 236 | search the link by order, which is a integer 237 | in the range [0, N-2] 238 | """ 239 | if len(path) >= 2: 240 | if order >= 0 and order <= len(path) - 2: 241 | return [path[order], path[order+1]] 242 | else: 243 | raise ValueError("%d is not in the reasonale range!" % order) 244 | else: 245 | raise ValueError("%s contains only one vertex and cannot be input!" % path) 246 | 247 | def disp_links(self): 248 | ''' Print all the links in the network by order 249 | ''' 250 | counter = 0 251 | for link in self.__links: 252 | print("%d : %s" % (counter, link)) 253 | counter += 1 254 | 255 | def disp_paths(self): 256 | """ Print all the paths in order according to 257 | given origins and destinations 258 | """ 259 | counter = 0 260 | for path in self.__paths: 261 | print("%d : %s " % (counter, path)) 262 | counter += 1 263 | 264 | def LP_matrix(self): 265 | ''' Return the Link-Path matrix of 266 | current traffic network 267 | ''' 268 | return self.__LP_matrix 269 | 270 | def LP_matrix_rank(self): 271 | ''' Return the rank of Link-Path matrix 272 | of current traffic network 273 | ''' 274 | import numpy as np 275 | return np.linalg.matrix_rank(self.__LP_matrix) 276 | 277 | def OD_pairs(self): 278 | """ Return the origin-destination pairs of 279 | current traffic network 280 | """ 281 | return self.__OD_pairs 282 | 283 | def paths_category(self): 284 | """ Return a list which implies the conjugacy 285 | between path (self.__paths) and origin- 286 | destinaiton pair (self.__OD_pairs) 287 | """ 288 | return self.__paths_category 289 | 290 | def paths(self): 291 | """ Return the paths with respected to given 292 | origins and destinations 293 | """ 294 | return self.__paths -------------------------------------------------------------------------------- /main.py: -------------------------------------------------------------------------------- 1 | # -*- coding: utf-8 -*- 2 | import numpy as np 3 | import geatpy as ea # import geatpy 4 | from MyProblem import MyProblem # 导入自定义问题接口 5 | 6 | # Set the precision of display, which influences 7 | # only the digit of numerical component in arrays 8 | np.set_printoptions(precision=4) 9 | 10 | if __name__ == '__main__': 11 | """================================实例化问题对象===========================""" 12 | NIND = 50 # 种群规模 13 | problem = MyProblem(NIND) # 生成问题对象 14 | """==================================种群设置===============================""" 15 | Encoding = 'RI' # 编码方式 16 | Field = ea.crtfld(Encoding, problem.varTypes, problem.ranges, problem.borders) # 创建区域描述器 17 | population = ea.Population(Encoding, Field, NIND) # 实例化种群对象(此时种群还没被初始化,仅仅是完成种群对象的实例化) 18 | """================================算法参数设置=============================""" 19 | myAlgorithm = ea.soea_DE_rand_1_bin_templet(problem, population) # 实例化一个算法模板对象 20 | myAlgorithm.MAXGEN = 50 # 最大进化代数 21 | myAlgorithm.mutOper.F = 0.5 # 差分进化中的参数F 22 | myAlgorithm.recOper.XOVR = 0.7 # 重组概率 23 | myAlgorithm.showCurGen = True # 显示当前进化代数 24 | """===========================调用算法模板进行种群进化=======================""" 25 | 26 | res = ea.optimize(myAlgorithm, verbose=True, drawing=1, outputMsg=True, drawLog=False, saveFlag=True) 27 | print(res) 28 | 29 | # 输出最后一次的交通流分配信息 30 | problem.report() 31 | 32 | -------------------------------------------------------------------------------- /model.py: -------------------------------------------------------------------------------- 1 | from graph import TrafficNetwork, Graph 2 | import numpy as np 3 | 4 | 5 | class TrafficFlowModel: 6 | ''' TRAFFIC FLOW ASSIGN MODEL 7 | Inside the Frank-Wolfe algorithm is given, one can use 8 | the method `solve` to compute the numerical solution of 9 | User Equilibrium problem. 10 | ''' 11 | def __init__(self, graph= None, origins= [], destinations= [], 12 | demands= [], link_free_time= None, link_capacity= None): 13 | 14 | self.__network = TrafficNetwork(graph= graph, O= origins, D= destinations) 15 | 16 | # Initialization of parameters 17 | self.__link_free_time = np.array(link_free_time) 18 | self.__link_capacity = np.array(link_capacity) 19 | self.__demand = np.array(demands) 20 | 21 | # Alpha and beta (used in performance function) 22 | self._alpha = 0.15 23 | self._beta = 4 24 | 25 | # Convergent criterion 26 | self._conv_accuracy = 1e-5 27 | 28 | # Boolean varible: If true print the detail while iterations 29 | self.__detail = False 30 | 31 | # Boolean varible: If true the model is solved properly 32 | self.__solved = False 33 | 34 | # Some variables for contemporarily storing the 35 | # computation result 36 | self.__final_link_flow = None 37 | self.__iterations_times = None 38 | 39 | 40 | def __insert_links_in_order(self, links): 41 | ''' Insert the links as the expected order into the 42 | data structure `TrafficFlowModel.__network` 43 | ''' 44 | first_vertice = [link[0] for link in links] 45 | for vertex in first_vertice: 46 | self.__network.add_vertex(vertex) 47 | for link in links: 48 | self.__network.add_edge(link) 49 | 50 | def solve(self): 51 | ''' Solve the traffic flow assignment model (user equilibrium) 52 | by Frank-Wolfe algorithm, all the necessary data must be 53 | properly input into the model in advance. 54 | 55 | (Implicitly) Return 56 | ------ 57 | self.__solved = True 58 | ''' 59 | if self.__detail: 60 | print(self.__dash_line()) 61 | print("TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - DETAIL OF ITERATIONS") 62 | print(self.__dash_line()) 63 | print(self.__dash_line()) 64 | print("Initialization") 65 | print(self.__dash_line()) 66 | 67 | # Step 0: based on the x0, generate the x1 68 | empty_flow = np.zeros(self.__network.num_of_links()) 69 | link_flow = self.__all_or_nothing_assign(empty_flow) 70 | 71 | counter = 0 72 | while True: 73 | 74 | if self.__detail: 75 | print(self.__dash_line()) 76 | print("Iteration %s" % counter) 77 | print(self.__dash_line()) 78 | print("Current link flow:\n%s" % link_flow) 79 | 80 | # Step 1 & Step 2: Use the link flow matrix -x to generate the time, then generate the auxiliary link flow matrix -y 81 | auxiliary_link_flow = self.__all_or_nothing_assign(link_flow) 82 | 83 | # Step 3: Linear Search 84 | opt_theta = self.__golden_section(link_flow, auxiliary_link_flow) 85 | 86 | # Step 4: Using optimal theta to update the link flow matrix 87 | new_link_flow = (1 - opt_theta) * link_flow + opt_theta * auxiliary_link_flow 88 | 89 | # Print the detail if necessary 90 | if self.__detail: 91 | print("Optimal theta: %.8f" % opt_theta) 92 | print("Auxiliary link flow:\n%s" % auxiliary_link_flow) 93 | 94 | # Step 5: Check the Convergence, if FALSE, then return to Step 1 95 | if self.__is_convergent(link_flow, new_link_flow): 96 | if self.__detail: 97 | print(self.__dash_line()) 98 | self.__solved = True 99 | self.__final_link_flow = new_link_flow 100 | self.__iterations_times = counter 101 | break 102 | else: 103 | link_flow = new_link_flow 104 | counter += 1 105 | 106 | def _formatted_solution(self): 107 | ''' According to the link flow we obtained in `solve`, 108 | generate a tuple which contains four elements: 109 | `link flow`, `link travel time`, `path travel time` and 110 | `link vehicle capacity ratio`. This function is exposed 111 | to users in case they need to do some extensions based 112 | on the computation result. 113 | ''' 114 | if self.__solved: 115 | link_flow = self.__final_link_flow 116 | link_time = self.__link_flow_to_link_time(link_flow) 117 | path_time = self.__link_time_to_path_time(link_time) 118 | link_vc = link_flow / self.__link_capacity 119 | return link_flow, link_time, path_time, link_vc 120 | else: 121 | return None 122 | 123 | def report(self): 124 | ''' Generate the report of the result in console, 125 | this function can be invoked only after the 126 | model is solved. 127 | ''' 128 | if self.__solved: 129 | # Print the input of the model 130 | print(self) 131 | 132 | # Print the report 133 | 134 | # Do the computation 135 | link_flow, link_time, path_time, link_vc = self._formatted_solution() 136 | 137 | print(self.__dash_line()) 138 | print("TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - REPORT OF SOLUTION") 139 | print(self.__dash_line()) 140 | print(self.__dash_line()) 141 | print("TIMES OF ITERATION : %d" % self.__iterations_times) 142 | print(self.__dash_line()) 143 | print(self.__dash_line()) 144 | print("PERFORMANCE OF LINKS") 145 | print(self.__dash_line()) 146 | for i in range(self.__network.num_of_links()): 147 | print("%2d : link= %12s, flow= %8.2f, time= %8.3f, v/c= %.3f" % (i, self.__network.edges()[i], link_flow[i], link_time[i], link_vc[i])) 148 | print(self.__dash_line()) 149 | print("PERFORMANCE OF PATHS (GROUP BY ORIGIN-DESTINATION PAIR)") 150 | print(self.__dash_line()) 151 | counter = 0 152 | for i in range(self.__network.num_of_paths()): 153 | if counter < self.__network.paths_category()[i]: 154 | counter = counter + 1 155 | print(self.__dash_line()) 156 | print("%2d : group= %2d, time= %8.3f, path= %s" % (i, self.__network.paths_category()[i], path_time[i], self.__network.paths()[i])) 157 | print(self.__dash_line()) 158 | else: 159 | raise ValueError("The report could be generated only after the model is solved!") 160 | 161 | def __all_or_nothing_assign(self, link_flow): 162 | ''' Perform the all-or-nothing assignment of 163 | Frank-Wolfe algorithm in the User Equilibrium 164 | Traffic Assignment Model. 165 | This assignment aims to assign all the traffic 166 | flow, within given origin and destination, into 167 | the least time consuming path 168 | 169 | Input: link flow -> Output: new link flow 170 | The input is an array. 171 | ''' 172 | # LINK FLOW -> LINK TIME 173 | link_time = self.__link_flow_to_link_time(link_flow) 174 | # LINK TIME -> PATH TIME 175 | path_time = self.__link_time_to_path_time(link_time) 176 | 177 | # PATH TIME -> PATH FLOW 178 | # Find the minimal traveling time within group 179 | # (splited by origin - destination pairs) and 180 | # assign all the flow to that path 181 | path_flow = np.zeros(self.__network.num_of_paths()) 182 | for OD_pair_index in range(self.__network.num_of_OD_pairs()): 183 | indice_grouped = [] 184 | for path_index in range(self.__network.num_of_paths()): 185 | if self.__network.paths_category()[path_index] == OD_pair_index: 186 | indice_grouped.append(path_index) 187 | sub_path_time = [path_time[ind] for ind in indice_grouped] 188 | min_in_group = min(sub_path_time) 189 | ind_min = sub_path_time.index(min_in_group) 190 | target_path_ind = indice_grouped[ind_min] 191 | path_flow[target_path_ind] = self.__demand[OD_pair_index] 192 | if self.__detail: 193 | print("Link time:\n%s" % link_time) 194 | print("Path flow:\n%s" % path_flow) 195 | print("Path time:\n%s" % path_time) 196 | 197 | # PATH FLOW -> LINK FLOW 198 | new_link_flow = self.__path_flow_to_link_flow(path_flow) 199 | 200 | return new_link_flow 201 | 202 | def __link_flow_to_link_time(self, link_flow): 203 | ''' Based on current link flow, use link 204 | time performance function to compute the link 205 | traveling time. 206 | The input is an array. 207 | ''' 208 | n_links = self.__network.num_of_links() 209 | link_time = np.zeros(n_links) 210 | for i in range(n_links): 211 | link_time[i] = self.__link_time_performance(link_flow[i], self.__link_free_time[i], self.__link_capacity[i]) 212 | return link_time 213 | 214 | def __link_time_to_path_time(self, link_time): 215 | ''' Based on current link traveling time, 216 | use link-path incidence matrix to compute 217 | the path traveling time. 218 | The input is an array. 219 | ''' 220 | path_time = link_time.dot(self.__network.LP_matrix()) 221 | return path_time 222 | 223 | def __path_flow_to_link_flow(self, path_flow): 224 | ''' Based on current path flow, use link-path incidence 225 | matrix to compute the traffic flow on each link. 226 | The input is an array. 227 | ''' 228 | link_flow = self.__network.LP_matrix().dot(path_flow) 229 | return link_flow 230 | 231 | def _get_path_free_time(self): 232 | ''' Only used in the final evaluation, not the recursive structure 233 | ''' 234 | path_free_time = self.__link_free_time.dot(self.__network.LP_matrix()) 235 | return path_free_time 236 | 237 | def __link_time_performance(self, link_flow, t0, capacity): 238 | ''' Performance function, which indicates the relationship 239 | between flows (traffic volume) and travel time on 240 | the same link. According to the suggestion from Federal 241 | Highway Administration (FHWA) of America, we could use 242 | the following function: BPR function 243 | t = t0 * (1 + alpha * (flow / capacity))^beta 244 | ''' 245 | value = t0 * (1 + self._alpha * ((link_flow/capacity)**self._beta)) 246 | return value 247 | 248 | def __link_time_performance_integrated(self, link_flow, t0, capacity): 249 | ''' The integrated (with repsect to link flow) form of 250 | aforementioned performance function. 251 | ''' 252 | val1 = t0 * link_flow 253 | # Some optimization should be implemented for avoiding overflow 254 | val2 = (self._alpha * t0 * link_flow / (self._beta + 1)) * (link_flow / capacity)**self._beta 255 | value = val1 + val2 256 | return value 257 | 258 | def __object_function(self, mixed_flow): 259 | ''' Objective function in the linear search step 260 | of the optimization model of user equilibrium 261 | traffic assignment problem, the only variable 262 | is mixed_flow in this case. 263 | ''' 264 | val = 0 265 | for i in range(self.__network.num_of_links()): 266 | val += self.__link_time_performance_integrated(link_flow= mixed_flow[i], t0= self.__link_free_time[i], capacity= self.__link_capacity[i]) 267 | return val 268 | 269 | def __golden_section(self, link_flow, auxiliary_link_flow, accuracy= 1e-8): 270 | ''' The golden-section search is a technique for 271 | finding the extremum of a strictly unimodal 272 | function by successively narrowing the range 273 | of values inside which the extremum is known 274 | to exist. The accuracy is suggested to be set 275 | as 1e-8. For more details please refer to: 276 | https://en.wikipedia.org/wiki/Golden-section_search 277 | ''' 278 | # Initial params, notice that in our case the 279 | # optimal theta must be in the interval [0, 1] 280 | LB = 0 281 | UB = 1 282 | goldenPoint = 0.618 283 | leftX = LB + (1 - goldenPoint) * (UB - LB) 284 | rightX = LB + goldenPoint * (UB - LB) 285 | while True: 286 | val_left = self.__object_function((1 - leftX) * link_flow + leftX * auxiliary_link_flow) 287 | val_right = self.__object_function((1 - rightX) * link_flow + rightX * auxiliary_link_flow) 288 | if val_left <= val_right: 289 | UB = rightX 290 | else: 291 | LB = leftX 292 | if abs(LB - UB) < accuracy: 293 | opt_theta = (rightX + leftX) / 2.0 294 | return opt_theta 295 | else: 296 | if val_left <= val_right: 297 | rightX = leftX 298 | leftX = LB + (1 - goldenPoint) * (UB - LB) 299 | else: 300 | leftX = rightX 301 | rightX = LB + goldenPoint*(UB - LB) 302 | 303 | def __is_convergent(self, flow1, flow2): 304 | ''' Regard those two link flows lists as the point 305 | in Euclidean space R^n, then judge the convergence 306 | under given accuracy criterion. 307 | Here the formula 308 | ERR = || x_{k+1} - x_{k} || / || x_{k} || 309 | is recommended. 310 | ''' 311 | err = np.linalg.norm(flow1 - flow2) / np.linalg.norm(flow1) 312 | if self.__detail: 313 | print("ERR: %.8f" % err) 314 | if err < self._conv_accuracy: 315 | return True 316 | else: 317 | return False 318 | 319 | def disp_detail(self): 320 | ''' Display all the numerical details of each variable 321 | during the iteritions. 322 | ''' 323 | self.__detail = True 324 | 325 | def set_disp_precision(self, precision): 326 | ''' Set the precision of display, which influences only 327 | the digit of numerical component in arrays. 328 | ''' 329 | np.set_printoptions(precision= precision) 330 | 331 | def __dash_line(self): 332 | ''' Return a string which consistently 333 | contains '-' with fixed length 334 | ''' 335 | return "-" * 80 336 | 337 | def __str__(self): 338 | string = "" 339 | string += self.__dash_line() 340 | string += "\n" 341 | string += "TRAFFIC FLOW ASSIGN MODEL (USER EQUILIBRIUM) \nFRANK-WOLFE ALGORITHM - PARAMS OF MODEL" 342 | string += "\n" 343 | string += self.__dash_line() 344 | string += "\n" 345 | string += self.__dash_line() 346 | string += "\n" 347 | string += "LINK Information:\n" 348 | string += self.__dash_line() 349 | string += "\n" 350 | for i in range(self.__network.num_of_links()): 351 | string += "%2d : link= %s, free time= %.2f, capacity= %s \n" % (i, self.__network.edges()[i], self.__link_free_time[i], self.__link_capacity[i]) 352 | string += self.__dash_line() 353 | string += "\n" 354 | string += "OD Pairs Information:\n" 355 | string += self.__dash_line() 356 | string += "\n" 357 | for i in range(self.__network.num_of_OD_pairs()): 358 | string += "%2d : OD pair= %s, demand= %d \n" % (i, self.__network.OD_pairs()[i], self.__demand[i]) 359 | string += self.__dash_line() 360 | string += "\n" 361 | string += "Path Information:\n" 362 | string += self.__dash_line() 363 | string += "\n" 364 | for i in range(self.__network.num_of_paths()): 365 | string += "%2d : Conjugated OD pair= %s, Path= %s \n" % (i, self.__network.paths_category()[i], self.__network.paths()[i]) 366 | string += self.__dash_line() 367 | string += "\n" 368 | string += f"Link-Path Incidence Matrix (Rank: {self.__network.LP_matrix_rank()}):\n" 369 | string += self.__dash_line() 370 | string += "\n" 371 | string += str(self.__network.LP_matrix()) 372 | return string -------------------------------------------------------------------------------- /new-2019-2020(2)拥挤网络管理与设计课程报告评分标准.pdf: -------------------------------------------------------------------------------- https://raw.githubusercontent.com/qizidog/Traffic-Network-Design/958dd68126647056adf2933cf2328c326088e14b/new-2019-2020(2)拥挤网络管理与设计课程报告评分标准.pdf -------------------------------------------------------------------------------- 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