Design of basic utility services in Sachin for 2047 (Softcopy is also available) (Record no. 53431)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 04426nam a2200169Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 180517s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | MIED TH-0083 |
| Item number | SHA |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Shah, Brijal Upendrabhai |
| 245 #0 - TITLE STATEMENT | |
| Title | Design of basic utility services in Sachin for 2047 (Softcopy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2017 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | iii,xi,130p. |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS Acknowledgements v Abstract vi List of figures viii List of tables ix List of Maps x List of charts xi 1. Introduction 1 1.1. Background 1 1.1.1. Scenario of basic utility services in India 2 1.2. Need of the study 4 1.3. About the project 4 1.3.1. Aim 4 1.3.2. Objective 4 1.3.3. Scope of work 4 1.3.4. Limitations 5 1.4. Methodology 6 1.4.1. Basic understanding of basic utility services (water supply, sewerage, and stormwater system) 6 1.4.2. Literature review 6 1.4.3. Data collection and household survey 6 1.4.4. Analysis of existing system based on CPHEEO guidelines 7 1.4.5. Comparison of the existing services with the service level benchmark 7 1.4.6. Designing the utility systems to meet the service level benchmark 7 1.5. City profile of Sachin 7 1.5.1. General profile and history 7 1.5.2. Location and connectivity 7 1.6. City spatial growth patterns 10 1.6.1. Growth trend 10 1.6.2. Spatial limits 10 1.6.3. Population growth 11 1.7. Economic profile 11 1.8. Industrial profile 12 1.9. Existing land use pattern 13 1.10. Slum scenario 14 1.11. Topography 15 1.12. Population Projection 15 2. Literature Review 17 2.1. Service Level Benchmark (SLB) in the context of Performance Management of Urban Services 17 2.1.1. Water Supply Services 17 2.1.2. Sewage Management 18 2.1.3. Strom Water Drainage 18 2.2. Model for transforming intermittent water supply into 24X7 water supply system 19 2.2.1. Global water crisis 19 2.2.2. Why is intermittent supply bad? 19 2.2.3. How 24X7 water supply benefits poor? 20 2.2.4. How to convert intermittent water supply into 24X7 water supply system? 20 2.2.5. Case study of Badlapur 20 2.3. Community Managed Toilets 22 2.3.1. Case study of Tiruchirapalli 22 2.3.2. Benefits of CMTs 23 2.4. Closing the water Loop 23 3. Water Supply System 24 3.1. Data collection and Analysis 24 3.1.1. Source of water 24 3.1.2. Scenario of water supply in Sachin city 26 3.1.3. Existing Water distribution system 28 3.1.3.2. Water Distribution Network 31 3.1.4. Comparison of existing service level with service level benchmark of water supply system. 35 3.2 Proposal – 24 x 7 Water supply system 36 3.1.5. Operational Zones 36 3.1.6. Proposed Water Distribution network 37 3.1.7. Comparison of proposed level of service with service level of benchmark of water supply system 41 3.1.8. Cost of proposed water supply system 42 4. Sewerage System 43 4.1. Data Collection and Analysis 43 4.1.1. Scenario of sanitation system in Sachin city 43 4.1.2. Quality of the sewage 49 4.1.3. Generation of Sewage Flow 49 5. Storm Water System 51 5.1. Catchment area 51 5.2. Time of concentration 52 5.3. Estimation of surface runoff. 52 5.3.1. Rational Method 53 6. Combine Sewer System 55 6.1. Data collection and Analysis 55 6.1.1. Existing Combine sewer network 55 6.1.2. Outfall of the combine sewer 56 6.1.3. Flow of waste water in combine sewer 57 6.1.4. Flow of waste water in combine sewer in wet weather 58 6.1.5. Present Flow of waste water in combine sewer in dry weather 60 6.1.6. Future Flow of waste water in combine sewer in dry weather 61 6.1.7. Comparison of existing level of service with service level of benchmark of sewerage system 62 6.2 Proposal – Separate sewer system 63 6.1.8. Sewage treatment plant 63 6.1.8.1. Primary Treatment 65 6.1.9. Sewage pumping station 66 6.1.10. Sewerage System 67 6.1.11. Comparison of existing level of service with service level of benchmark 70 6.1.12. Cost of proposed sewerage system 70 6.2. Proposal – Separate storm water system 71 6.2.1. Velocity for the peak design flow in proposed storm water system 72 6.2.2. Comparison proposed level of service with service level of benchmark of storm water system 73 6.2.3. Cost of proposed sewerage system 74 6.2.4. Cost of the project 74 7. Conclusion 75 8. References 76 9. Annexure 77 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Timbadiya, P. V. (Guide) |
| 891 ## - Topic | |
| Topic | 2015 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | Infrastructure Engineering Design |
| Withdrawn status | Lost status | 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 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Faculty of Technology | CEPT Library | CEPT Library | 13/10/2017 | Faculty of Technology | MIED TH-0083 SHA | 018452 | 18/05/2018 | 18/05/2018 | Thesis |