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Storm water management, planning and design of water logged area : a case study of West zone of Ahmedabad city (Also available on CD)

By: Contributor(s): Material type: TextTextPublication details: 2007Description: 91p.,CD-ROMDDC classification:
  • P TH-0981 PAT
Contents:
Chapter 1 Introduction 1.1 Rationale of the study .1 . 1.2 Selection of the study area 1.3 Aim 1.4 Objectives 1.5 Methodology 1.6 Analytical framework 1.6 Scope 1.8 Limitation Chapter 2 Literature Review 2.1 Significance of literature review 2.2 Case study .. 2.2.2 Monsoon in Mumbai: Lessons of Flood 2005 . 2.2.2 Application of GIS in flood hazard mapping 2.3 Natural hazard Chapter 3 Study area Ahmedabad City 3.1 Introduction to Study area 3.2 Location and climate 3.3 Topography and water bodies 3.4 Drainage-river system 3.5 Climate 3.6 Rainfall Chapter 4 Storm Water System & Water Logged! 4.1 Storm water system of Ahmedabad city 4.2 Study region 4.3 Land Use of study area 4.4 Need for Storm water Drainage management 4.5 Identification of Water logged areas in West Zone AMC 24 4.5.1 Introduction 4.5.2 Water logged areas in West Zone AMC 4.6 Problematic flood hit areas in West Zone AMC Chapter 5 Human Intervention, Planning and Problems 5.1 Introduction 5.2 Disappearance of Natural Drainage System 5.3 Population Growth and Unplanned Development 2.8. 5.4 Population Density in Waste Zone AMC 5.5 Waste Management System 5.6 Encroachment Chapter 6 6.1 Introduction to GIS 6.2 The four Ms: the major function of GIS 6.3 Creation of various thematic maps 6.3.1 Contour profile West Zone 6.3.2 Natural drainage 6.3.3 Digital elevation model 6.3.4 Generation of stream catchments 6.3.5 Slope map 6.4 Area of different catchments Chapter-7 ANALYSIS OF THE MAIN EXSISTING STORM WATER DRAINAGE SYSTEM IN CATCHMENT AREA 7 Lonhitudinal section of existing storm water drain 7.1 Vasna catchments 7.2 Paldi and Ellisbrige catchments 7.3 Navrangpura catchments 7.4 Stadium catchment area 7.5 Naranpura catchment area 7.6 New wadaj catchment area 7.7 Old wadaj catchment area 7.8 Sabarmati catchment area Chapter-8 Rational Method and Mannings equation for Storm Water Runoff 8.1 Mehod for estimating storm water runoff.. 8.1.1 Introduction to hydrologic methods 8.1.2 Runoff 8.1.3 Rainfall estimation 8.2 Rational method 8.2.1 Introduction 8.2.2 Equations 8.2.3 Time of concentration 8.2.4 Rainfall intensity 8.3 Mannigs Fromula CHAPTER 9 Design Solution for Storm Water Drainage 9.1 Planning for storm water drainage system 9.2 Digital elevation model with overlay final plot 9.3 Estimate of Runoff, using Rational method 9.3.1 Eastimate runoff of Vasna catchments 9.3.2 Eastimate runoff of Paldi catchments 9.3.3 Eastimate runoff of Ellisbrige catchments 9.3.4 Eastimate runoff of Navrangpura catchments 9.3.5 Eastimate runoff of Gandhigram catchments 9.3.6 Eastimate runoff of Stadium catchments 9.3.7 Eastimate runoff of Naranpura catchments . 9.3.8 Eastimate runoff New Wadaj catchments 9.3.9 Eastimate runoff of Old Wadaj catchments 9.3.10 Eastimate runoff of Sabarmati catchments 9.4 Estimate of flood vulnerability catchments 9.5 Table no:23 flood vulnerability catchments 9.6 Existing Storm Water Drainage System of study area. 9.7 Storm water drainage network Capacity Adjustment 9.8 Calculation Worksheet . Chapter 10 CONCLUSION ANNEXURES
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Item type Current library Collection Call number Status Date due Barcode Item holds
Thesis CEPT Library Faculty of Planning P TH-0981 PAT Not for loan 002229
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Chapter 1 Introduction 1.1 Rationale of the study .1 . 1.2 Selection of the study area 1.3 Aim 1.4 Objectives 1.5 Methodology 1.6 Analytical framework 1.6 Scope 1.8 Limitation Chapter 2 Literature Review 2.1 Significance of literature review 2.2 Case study .. 2.2.2 Monsoon in Mumbai: Lessons of Flood 2005 . 2.2.2 Application of GIS in flood hazard mapping 2.3 Natural hazard Chapter 3 Study area Ahmedabad City 3.1 Introduction to Study area 3.2 Location and climate 3.3 Topography and water bodies 3.4 Drainage-river system 3.5 Climate 3.6 Rainfall Chapter 4 Storm Water System & Water Logged! 4.1 Storm water system of Ahmedabad city 4.2 Study region 4.3 Land Use of study area 4.4 Need for Storm water Drainage management 4.5 Identification of Water logged areas in West Zone AMC 24 4.5.1 Introduction 4.5.2 Water logged areas in West Zone AMC 4.6 Problematic flood hit areas in West Zone AMC Chapter 5 Human Intervention, Planning and Problems 5.1 Introduction 5.2 Disappearance of Natural Drainage System 5.3 Population Growth and Unplanned Development 2.8. 5.4 Population Density in Waste Zone AMC 5.5 Waste Management System 5.6 Encroachment Chapter 6 6.1 Introduction to GIS 6.2 The four Ms: the major function of GIS 6.3 Creation of various thematic maps 6.3.1 Contour profile West Zone 6.3.2 Natural drainage 6.3.3 Digital elevation model 6.3.4 Generation of stream catchments 6.3.5 Slope map 6.4 Area of different catchments Chapter-7 ANALYSIS OF THE MAIN EXSISTING STORM WATER DRAINAGE SYSTEM IN CATCHMENT AREA 7 Lonhitudinal section of existing storm water drain 7.1 Vasna catchments 7.2 Paldi and Ellisbrige catchments 7.3 Navrangpura catchments 7.4 Stadium catchment area 7.5 Naranpura catchment area 7.6 New wadaj catchment area 7.7 Old wadaj catchment area 7.8 Sabarmati catchment area Chapter-8 Rational Method and Mannings equation for Storm Water Runoff 8.1 Mehod for estimating storm water runoff.. 8.1.1 Introduction to hydrologic methods 8.1.2 Runoff 8.1.3 Rainfall estimation 8.2 Rational method 8.2.1 Introduction 8.2.2 Equations 8.2.3 Time of concentration 8.2.4 Rainfall intensity 8.3 Mannigs Fromula CHAPTER 9 Design Solution for Storm Water Drainage 9.1 Planning for storm water drainage system 9.2 Digital elevation model with overlay final plot 9.3 Estimate of Runoff, using Rational method 9.3.1 Eastimate runoff of Vasna catchments 9.3.2 Eastimate runoff of Paldi catchments 9.3.3 Eastimate runoff of Ellisbrige catchments 9.3.4 Eastimate runoff of Navrangpura catchments 9.3.5 Eastimate runoff of Gandhigram catchments 9.3.6 Eastimate runoff of Stadium catchments 9.3.7 Eastimate runoff of Naranpura catchments . 9.3.8 Eastimate runoff New Wadaj catchments 9.3.9 Eastimate runoff of Old Wadaj catchments 9.3.10 Eastimate runoff of Sabarmati catchments 9.4 Estimate of flood vulnerability catchments 9.5 Table no:23 flood vulnerability catchments 9.6 Existing Storm Water Drainage System of study area. 9.7 Storm water drainage network Capacity Adjustment 9.8 Calculation Worksheet . Chapter 10 CONCLUSION ANNEXURES

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