000			03020nam a2200193Ia 4500
999			_c55008 _d55008
008			180908s9999||||xx |||||||||||||| ||und||
082			_aMIED TH-0107 _bPAT
100			_aHarish, G. (PT300816) _962775
245		0	_aIntegration of Geographical information system for sewer system design : case of Yavatmal (Softcopy is also available)
260			_c2018
300			_avi,vii,79p.,3Sheets
505			_aCONTENTS Acknowledgments iii Abstract iv List of Figures v List of Tables vi List of Acronyms vii 1 Introduction 1 1.1 Need for the study 1 1.2 Aim 1 1.3 Objectives 1 1.4 Methodology 3 1.4.1 Understanding of GIS application and hydraulic tool for Sewer design 4 1.4.2 Data Collection, Conversion, and Mapping 4 1.4.3 Data Analysis 4 1.4.4 Planning 4 1.4.5 Design 4 1.5 Yavatmal city profile 5 2 Literature Review 7 2.1 Understanding of the Use of Geographical Information application tools for the Sewer collection system 7 2.1.1 GIS Applications for Water, Wastewater, and Stormwater System 7 2.1.2 GIS-Based Approach to Sewer System Design 11 2.1.3 Determination of optimum trunk sewer line-route for Kikyu town using Geospatial technology 11 2.1.4 Urban Infrastructure Planning and Management- A case study of Storm Water Drainage Using GIS. 13 2.2 Understanding of Design tools for Sewer collection system using Sewer GEMs 14 2.2.1 Design of Sanitary Sewer Network using Sewer GEMs V8i Software. 14 2.3 Planning and Designing standard and guidelines for Sewer Collection System CPHEEO manual. 16 3 Data collection, Conversion and Mapping 17 3.1 Data sets 17 3.2 Study Area 18 3.3 Population 20 3.4 Street network 22 3.5 Existing Infrastructure and Water bodies. 23 3.6 Topography 25 4 Analysis 27 4.1 Population Projection 27 4.2 Sewage Generation. 31 4.3 Analysis of Terrain. 32 5 Planning 35 5.1 Zoning of the area for Sewer design. 35 5.2 Sewerage zones and Sewage generation. 40 5.3 Location of the outfalls, pumping station and STP 43 6 Design 47 6.1 Design criteria 47 6.1.1 Design period 47 6.1.2 Sewage estimation 47 6.1.3 Peak Factor 47 6.1.4 Hydraulic modeling and methodology 48 6.1.5 Hydraulic formula 48 6.1.6 Depth of flow 48 6.1.7 Velocity constraints 48 6.1.8 Sizing, material, and slope. 48 6.1.9 Minimum and Maximum cover depth 49 6.1.10 Sewer apparatus 49 6.2 Pilot design 50 6.2.1 Results 56 7 Conclusion 61 8 Future Work 61 9 References 62 10 Annexures 63 Annexure A Map of Yavatmal Municipal Council 63 Annexure B Distribution of projected population for wards 63 Annexure C Distribution of wards area to respective sewage zones 69 Annexure D Forecasted population and sewage generation of sewage zones 73 Annexure E Final layout of Sewer collection system 75 Annexure F Final details of manhole depth more than 6 m 76
700			_aPathak, Nitish (Guide) _962776
700			_aRawal, Darshana (Guide) _941992
890			_aIndia
891			_a2016 Batch
891			_aFT-PG
891			_aInfrastructure Engineering Design