Contents & References of Investigating the capacity of urban squares and factors affecting it (case study of Rasht city)
List:
Table of contents. A
List of tables
List of figures
Persian abstract. L
English abstract. M
Chapter One: Generalities
1-1- Introduction. 2
1-2- Definition of the problem and its necessity. 3
1-3- research objectives. 4
1-4- Assumptions. 4
1-5- Limitations 4
1-6- Structure of thesis. 5
Chapter Two: Theoretical Foundations
2-1- Introduction. 7
2-2- The history of the field. 7
2-2-1- types of roundabouts. 8
2-2-2- Comparing the features of squares and other roundabouts. 8
2-2-3- characteristics of field design 9
2-3- types of fields 12
2-3-1- America regulations 13
2-3-1-1- small fields. 13
2-3-1-2- one-line fields. 14
2-3-1-3- multi-line fields. 14
2-3-2- Regulations of England. 16
Page title 2-3-2-1- Normal fields. 16
2-3-2-2- compact field (field) 16
2-3-2-3- small fields. 18
2-3-2-4- non-level fields. 18
2-3-2-5- fields with lights 18
2-3-2-6- double field. 18
2-3-3- Regulations of Iran. 19
2-3-3-1- interference fields. 19
2-3-3-1- priority fields. 19
2-4- Potential applications of the field. 19
2-4-1- New residential settlements. 20
2-4-2- City centers. 20
2-4-3- suburban cities and small towns. 20
2-4-4- suburban areas and small towns. 20
2-4-5- Schools. 20
2-4-6- Entering cities and calming traffic. 21
2-4-7- unusual geometry. 21
2-4-9- Intersections with close distance. 21
2-5- Safety. 21
2-6- Geometric design of fields 25
2-6-1- Principles and goals. 25
2-6-1-1- speed management. 27
2-6-1-2- Design vehicle. 28
2-6-1-3- non-motorized users. 29
2-6-1-4- Visibility distance. 29
2-6-2- Size, location and extension of field entrances. 30
2-6-2-1- the diameter of the surrounding circle. 30
2-6-2-2- extension of the entrance pillars. 31
Page title 2-6-3- Multi-line fields. 32
2-6-3-1- entrance width. 33
2-6-3-2- the width of the circulation path. 34
2-6-3-3- Central Island. 34
2-6-3-4- Geometry and extension of the entrance. 35
2-6-3-5- separating islands 36
2-6-3-6- exit curve. 36
2-6-3-7-points of the design vehicle. 37
2-6-4- the fastest car route. 37
2-7- Field capacity. 39
2-7-1- Simulation models and analytical models. 41
2-7-2- Algebraic equations for calculating the capacity of fields 42
2-8- Passing time interval 43
2-8-1- Definitions. 43
2-8-1-1- Time passing distance and delayed passing distance in fields 43
2-8-1-2- Acceptable passing time distance. 43
2-8-1-3- critical time passing distance in the fields 44
2-8-1-4- tracking. 45
2-8-1-5- distribution of time interval. 45
2-8-1-6- The tracking time interval in the fields 46
2-8-1-7- Collision area (interference zone) 47
2-8-1-8- The time passage distance (gap) in the fields 47
2-8-1-9- The imposed time passage distance (gap) Mandatory) 47
2-9- Summary. 48
Chapter 3: Background of the research
3-1- Introduction. 50
3-2- Models for determining field capacity. 51
3-2-1- Capacity empirical models. 52
Page title 3-2-1-1- LR942 linear regression model (Great Britain) 52
3-2-1-2- France Jirabis model. 53
3-2-1-3- limitations of experimental models. 53
3-2-2- Acceptable transit time interval models. 54
3-2-2-1- Research background. 54
3-2-2-2- Methods of determining critical crossing distance. 55
3-2-2-2-1- Raff method (1950) 56
3-2-2-2-2- Wu method (2006) 56
3-2-2-2-3- Silach method (1973) 57
3-2-2-2-4- Harder method (1968) 57
3-2-2-3- Factors affecting the acceptance behavior of passing time interval by drivers. 58
3-2-2-4- Global field capacity models. 58
3-2-2-4-1- American road capacity model (HCM2000) 58
3-2-2-4-2- American road capacity model (HCM2010) 59
3-2-2-4-3- German model58
3-2-2-4-1- American road capacity model (HCM2000) 58
3-2-2-4-2- American road capacity model (HCM2010) 59
3-2-2-4-3- German model Brillon-Wo 60
3-2-2-4-4- Australian model Astrud. 60
3-2-3- Microscopic simulation models. 61
3-4- Summary. 62
Chapter Four: Data Collection
4-1- Introduction. 64
4-2- Fields under study. 65
4-2-1- Basij Square (Sigalan). 66
4-2-2- Culture Square. 67
4-2-3- Gal Square. 69
4-3- Data collection tool 74
4-4- Data collection 74
4-4-1- Basij Square (Sigalan). 79
4-4-2- Culture Square. 83
Title of page 4-4-3- Gal Square. 86
Chapter Five: Analysis
5-1- Introduction. 91
5-2- Determining the time intervals of the critical passage and the follow-up time interval. 92
5-2-1- Critical crossing time interval. 92
5-2-1-1- Raf method. 92
5-2-1-2- Weapon method. 94
5-2-1-3- Harder's method 95
5-2-1-4- Wu's method 97
5-2-1-5- The optimal interval of critical crossing time. 98
5-2-2- Tracking time interval. 100
5-3- Capacity model of Rasht city squares. 100
5-3-1- Determining the capacity using internationally valid models. 100
5-3-1-1- Determining the capacity model of the studied fields of Rasht city. 102
5-3-1-1-1- Basij field capacity model. 102
5-3-1-1-2- Capacity model of culture field. 103
5-3-1-1-3- Gal field capacity model. 104
5-3-1-2- Determining the comprehensive capacity model for Rasht city squares. 105
5-3-1-3- Comparison of capacity models of Rasht city squares. 106
5-3-2- Determination of capacity using regression analysis. 107
5-3-2-1- Determining the capacity using univariate regression analysis 107
5-3-2-1-1- Determining the capacity model of the studied fields of Rasht city. 109
5-3-2-1-1-1- Determining the capacity model of Basij field. 109
5-3-2-1-1-2- Determining the capacity model of culture field. 110
5-3-2-1-1-3- Determining the capacity model of Gal field. 111
5-3-2-1-2- Determining the comprehensive capacity model for Rasht city squares. 112
5-3-2-2- Determination of capacity using linear multivariate regression analysis. 114
5-3-2-2-1- Determining the capacity model of studied fields in Rasht city. 115
Page title
5-3-2-2-1-1- Determining the capacity model of Basij field. 115
5-3-2-2-1-2- Determining the capacity model of culture field. 116
5-3-2-2-1-3- Determining the capacity model of Gal field. 117
5-3-2-2-2- Determining the comprehensive capacity model for Rasht city squares. 117
5-3-3- capacity models of Rasht city squares. 119
Chapter Six: Results and Suggestions
6-1- Introduction. 121
6-2- Results. 122
6-3- Suggestions. 124
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