Study of low impact development for storm water management in Indian cities(Sof tcopy is also available) (Record no. 68392)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 03767nam a22001817a 4500 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | MG TH-0207 |
| Item number | PAT |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Patel, Smitkuamr Harshadbhai (PG181009) |
| 245 ## - TITLE STATEMENT | |
| Title | Study of low impact development for storm water management in Indian cities(Sof tcopy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2020 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | viii,60p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Table of Contents <br/>Certificate of Original Authorship i <br/>Certificate of Dissertation - Advisor’s consent ii <br/>Certificate of Dissertation - Program Chair iii <br/>Acknowledgments IV <br/>Abstract v <br/>List of figures VI <br/>List of table’s viii <br/>1 Introduction 1 <br/>1.1 Aim 1 <br/>1.2 Objectives 1 <br/>2 Literature Review 2 <br/>2.1 Used Low Impact Development for Stormwater Management System 2 <br/>2.2 Practice Low Impact Development and it’s effect on Urban Stormwater Management 3 <br/>2.3 Sewerage Network Evaluation of SVNIT using StormCad software 4 <br/>2.4 Rainfall–runoff estimation by using SCS–CN Curve Method and GIS approach in Vaniyar sub basin, South India 5 <br/>2.5 Best Suitable Location of LIDs by Using GIS-based fuzzy model. 6 <br/>2.6 GIS Based Model MOBIDIC-U for Site Selection of LID 6 <br/>2.7 Priority for low impact development (LID) in Oklahoma area using combined watershed 8 <br/>2.8 Study and Design of Current Stormwater Drainage Network for Area Using Bentley StormCad Software. 9 <br/>3 Study Area 10 <br/>4 Methodology 11 <br/>4.1 Methodology Flow Chart 11 <br/>4.2 Data Used 11 <br/>4.3 Network Digitization 12 <br/>4.4 Watershed/Catchment area 12 <br/>4.5 Import network in CivilStorm 14 <br/>4.6 Rainfall Runoff Calculation Method 14 <br/>4.6.1 Using Linear and Exponential Regression 14 <br/>4.6.2 Empirical Formula Method 15 <br/>(a) Run-off Coefficient: The run-off and the rainfall can be co-related by runoff coefficient, by using this equation. 15 <br/>(c) Lacey’s Formula 16 <br/>(d) Khosla’s Formula (1960) 16 <br/>(e) UP Irrigation Research Institute formula 16 <br/>4.6.3 Runoff by Infiltration Method 17 <br/>4.6.4 Rational Method 18 <br/>4.7 Input Parameters 25 <br/>4.7.1 Rainfall Runoff Method 25 <br/>4.7.2 Runoff Coefficient 25 <br/>4.7.3 Time of Concentration 26 <br/>4.7.4 IDF Table 26 <br/>4.8 Network Validation 27 <br/>5 Network Profile 28 <br/>6 Results 29 <br/>6.1 Calculation Summary 29 <br/>6.2 Overflowing Catch basin’s Mapping 29 <br/>6.3 Consideration of Natural Parameters 30 <br/>6.3.1 Slope Calculation 31 <br/>6.3.2 LULC Classification 32 <br/>6.3.3 Euclidean Distance 33 <br/>6.3.4 Reclassification 33 <br/>6.3.5 Weighted Overlay Analysis 35 <br/>6.3.6 Tool for Best Suitable Location of LIDs 36 <br/>6.3.7 Overlap Overflowing Catchbasins on Results 36 <br/>6.4 Validation 37 <br/>7 Design LID structure 38 <br/>7.1 Site Selection for LIDs 38 <br/>7.2 Selection of LID Structure Type 39 <br/>7.3 Vegetated swale 40 <br/>7.3.1 Advantages 40 <br/>7.3.2 Limitations 41 <br/>7.3.3 Design and Guidelines 41 <br/>7.3.4 Construction 42 <br/>7.3.5 Siting Criteria 42 <br/>7.3.6 Estimated Cost 42 <br/>7.3.7 Volume Changes by Using Vegetated Swale 43 <br/>7.4 Infiltration Trench 43 <br/>7.4.1 Advantages 44 <br/>7.4.2 Limitations 44 <br/>7.4.3 Design and Sizing Guideline 44 <br/>7.4.4 Siting Criteria 46 <br/>7.4.5 Estimated Cost 46 <br/>7.4.6 Volume Changes by Using Infiltration Trench 46 <br/>7.5 Bioretention 47 <br/>7.5.1 Advantages 48 <br/>7.5.2 Limitations 48 <br/>7.5.3 Design and Sizing Guideline 48 <br/>7.5.4 Performance 49 <br/>7.5.5 Siting Criteria 49 <br/>7.5.6 Estimated Cost 49 <br/>7.5.7 Volume Changes by Using Bioretention 50 <br/>7.6 Time for Elimination of Flooded water 51 <br/>7.7 Suggested LIDs to All Flooded Location 51 <br/>8 Conclusion 53 <br/>References 54 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Vyas, Anjana (Guide) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Khakhar, Mona (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2018 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | M.Sc. Geomatics |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 02/02/2021 | Faculty of Technology | MG TH-0207 PAT | 022666 | 02/02/2021 | 02/02/2021 | Thesis |