
| Stormwater Drainage and Land Reclamation for Urban Development (HABITAT, 1991, 94 p.) |
| (introduction...) |
| FOREWORD |
| INTRODUCTION |
![]() | A. Background |
![]() | B. Purpose of the report |
![]() | C. Scope of the report |
| I. URBANIZATION AND THE DEMAND FOR URBAN LAND |
![]() | A. Current trends in urban growth |
![]() | B. Increases in land prices and the use of marginal land |
![]() | C. Specific problems of the urban poor |
![]() | D. Urban health in marginal settlements |
![]() | E. Conclusions |
| II. POTENTIAL IMPACTS OF STORMWATER DRAINAGE AND LAND RECLAMATION PROJECTS |
![]() | A. Urban land-use planning |
![]() | B. Urban health |
![]() | C. Socioeconomic benefits |
| III. TECHNICAL OPTIONS FOR STORMWATER DRAINAGE AND LAND RECLAMATION |
![]() | A. Stormwater management |
![]() | B. Drainage system components |
![]() | C. Storage: detention and retention |
![]() | D. Drainage system design |
![]() | E. Land reclamation options |
![]() | F. Land stabilization |
| IV. MAINTENANCE |
![]() | A. Maintenance objectives |
![]() | B. The maintenance programme |
![]() | C. Review of maintenance |
![]() | D. Institutional arrangements for maintenance |
| V. PROJECT APPRAISAL |
![]() | (introduction...) |
![]() | A. Technical appraisal |
![]() | B. Social and health impact appraisal |
![]() | C. Economic and financial appraisal |
![]() | D. Institutional appraisal |
| VI. CONCLUSIONS AND RECOMMENDATIONS |
| BIBLIOGRAPHY |
| Annex I: STORMWATER DRAINAGE DESIGN PROCEDURES |
![]() | A. INTRODUCTION |
![]() | (introduction...) |
![]() | A.1 Drainage systems |
![]() | A.2 Aims and principles |
![]() | B. PLANNING |
![]() | B.1 General |
![]() | B.2 Multiple use |
![]() | B.3 Natural channels |
![]() | B.4 Transfer of problems |
![]() | B.5 Storage and reserves |
![]() | C. DESIGN CRITERIA |
![]() | C.1 Procedures for design and analysis |
![]() | C.2 Hydrological models |
![]() | C.3 Data |
![]() | (introduction...) |
![]() | C.3.1 Rainfall data |
![]() | C.3.2 Runoff data |
![]() | C.4 Standards of performance |
![]() | C.4.1 Introduction |
![]() | C.4.2 Selection of average recurrence intervals |
![]() | C.5 Basic design criteria |
![]() | C.5.1 Basis of design |
![]() | C.5.2 Calculation of stormwater runoff |
![]() | C.5.3 Design recurrence intervals |
![]() | C.5.4 Calculation of capacity of stormwater drains |
![]() | C.5.5 Drainage reserves |
![]() | D. FLOOD ESTIMATION |
![]() | D.1 General |
![]() | D.2 Modified rational method |
![]() | D.3 Design hydrograph |
![]() | D.4 Partial areas effect |
![]() | E. CHANNEL DESIGN |
![]() | E.1 General |
![]() | E.2 Flow computation |
![]() | E.3 Lined channels |
![]() | E.4 Vegetated channels |
![]() | E.5 Natural channels |
![]() | E.6 Unkerbed streets |
![]() | E.7 Design calculations |
![]() | F. DRAINAGE DESIGN FOR URBAN STREETS AND PIPELINES |
![]() | F.1 General |
![]() | F.2 Gutter capacity |
![]() | F.3 Drainage inlets |
![]() | F.4 Pipe flow |
![]() | F.5 Pipe system design |
![]() | G. PUMPING CAPACITIES AND STORAGE REQUIREMENTS IN POLDERS |
![]() | G.1 Principles of drainage in a polder |
![]() | G.2 Pumping capacity versus storage requirement |