 |  | Planning of Water and Hydropower Intake Structures (GTZ, 1989, 122 p.) |
 |  | (introduction...) |
| | Acknowledgements |
| | Preface |
|  | 1. Hydrological bases |
| | 1.1 Presentation of the problem |
| | 1.2 Determination of the available water supply |
| | 1.3 Suspended matter and bed load |
| | 2. Planning of the intake structure |
| | 2.1 Requirements to be met by an intake structure |
| | 2.2 Principles for the arrangement of the intake structure on the river |
| | 2.3 Types of intake structures and their elements |
| | 3. Hydraulic operation and calculations |
| | 3.1 General |
| | 3.2 Hydraulic calculation of the free overfall weir |
| | 3.3 Free overfall side weir |
| | 3.4 Outflow below a dam wall (sluice) |
| | 3.5 Intake with a repelling groin |
| | 3.6 Hydraulics of the bottom intake (Tyrolean intake) |
| | 4. Necessary proofs of stability |
| | (introduction...) |
| | 4.1 Prevention of hydraulic shear failure |
| | 4.2 Stability against sliding |
| | 5. Sand trap |
| | 5.1 Necessity for sand traps |
| | 5.2 Hydraulic design |
| | Appendix |
| | Annex 1: Hydrometric and hydrometeorological measuring instruments |
| | Annex 2: Flood probability calculation according to the recommendations of the DVWK (1979) |
| | Annex 3: Calculation example for a free overfall over a wooden beam weir |
| | Annex 4: Calculation example for a submerged overfall over a wooden beam weir |
| | Annex 5: Calculation example for a discharge over a weir with race door or stilling basin |
| | Annex 6: Calculation example for a straight side weir |
| | Annex 7: Calculation example for the outflow below a dam wall |
| | Annex 8: Calculation example for a bottom intake (Tyrolean weir) |
| | Annex 9: Numerical example of the proof of safety from hydraulic shear failure |
| | Annex 10: Numerical example of the proof of stability against sliding of a fixed weir |
| | Annex 11: Calculation example for the design of a sand trap |
| | List of symbols |
| | Bibliography |
