| DAY |
MODULE |
TOPIC |
| 1 |
1 |
Introduction |
| 2 |
1 |
Diversion headwork components and functions |
| 3 |
1 |
Diversion headwork components and functions |
| 4 |
2 |
cross drainage structures – types |
| 5 |
3 |
Hydraulic design of Aqueduct and demonstration of drawing |
| 6 |
3 |
Hydraulic design of Aqueduct and demonstration of drawing |
| 7 |
3 |
Hydraulic design of Aqueduct and demonstration of drawing |
| 8 |
3 |
Hydraulic design of Aqueduct and demonstration of drawing |
| 9 |
3 |
Hydraulic design of Aqueduct and demonstration of drawing |
| 10 |
3 |
Hydraulic design of Siphon Aqueduct and demonstration of drawing |
| 11 |
3 |
Hydraulic design of Siphon Aqueduct and demonstration of drawing |
| 12 |
3 |
Hydraulic design of Siphon Aqueduct and demonstration of drawing |
| 13 |
3 |
Hydraulic design of Siphon Aqueduct and demonstration of drawing |
| 14 |
3 |
Hydraulic design of Siphon Aqueduct and demonstration of drawing |
| 15 |
3 |
Hydraulic design of Siphon Aqueduct and demonstration of drawing |
| 16 |
3 |
Hydraulic design of Siphon Aqueduct and demonstration of drawing |
| 17 |
2 |
Canal falls-Necessity, types |
| 18 |
3 |
Canal drop (Trapezoidal Notch Fall) |
| 19 |
3 |
Canal drop (Trapezoidal Notch Fall) |
| 20 |
3 |
Canal drop (Trapezoidal Notch Fall) |
| 21 |
3 |
Canal drop (Trapezoidal Notch Fall) |
| 22 |
3 |
Canal drop (Trapezoidal Notch Fall) |
| 23 |
1 |
Weirs – types and causes of failure |
| 24 |
1 |
Weirs – types and causes of failure |
| 25 |
1 |
Impervious floor of hydraulic structures – Bligh’s theory |
| 26 |
1 |
Design of vertical drop weir |
| 27 |
1 |
Design of vertical drop weir |
| 28 |
1 |
Design of vertical drop weir |
| 29 |
1 |
Design of impervious floor of hydraulic structures by Khosla’s theory |
| 30 |
1 |
Design of impervious floor of hydraulic structures by Khosla’s theory |
| 31 |
1 |
Design of impervious floor of hydraulic structures by Khosla’s theory |
| 32 |
1 |
Design of impervious floor of hydraulic structures by Khosla’s theory |
| 33 |
1 |
Design of impervious floor of hydraulic structures by Khosla’s theory |
| 34 |
3 |
Sarda type fall (trapezoidal crest impervious floor design using Khosla’s theory) |
| 35 |
3 |
Sarda type fall (trapezoidal crest impervious floor design using Khosla’s theory) |
| 36 |
3 |
Sarda type fall (trapezoidal crest impervious floor design using Khosla’s theory) |
| 37 |
3 |
Sarda type fall (trapezoidal crest impervious floor design using Khosla’s theory) |
| 38 |
3 |
Sarda type fall (trapezoidal crest impervious floor design using Khosla’s theory) |
| 39 |
3 |
Cross regulator (impervious floor design using Khosla’s theory) |
| 40 |
3 |
Cross regulator (impervious floor design using Khosla’s theory) |
| 41 |
3 |
Cross regulator (impervious floor design using Khosla’s theory) |
| 42 |
3 |
Cross regulator (impervious floor design using Khosla’s theory) |
| 43 |
3 |
Cross regulator (impervious floor design using Khosla’s theory) |
| 44 |
2 |
Canals-types, Cross section of unlined canals and alignment; |
| 45 |
2 |
Design of canals through alluvial soils- Kennedy’s theory |
| 46 |
2 |
Design of canals through alluvial soils- Kennedy’s theory |
| 47 |
2 |
Lacey’s silt theory |
| 48 |
2 |
Lacey’s silt theory |
| 49 |
2 |
Lacey’s silt theory |
| 50 |
4 |
Dams-types |
| 51 |
4 |
Gravity Dams Computation of forces |
| 52 |
4 |
Gravity Dams Computation of forces |
| 53 |
4 |
Modes of failure and stability criteria |
| 54 |
4 |
Modes of failure and stability criteria |
| 55 |
4 |
Stability analysis |
| 56 |
4 |
Stability analysis |
| 57 |
4 |
Elementary and practical profile |
| 58 |
4 |
Elementary and practical profile |
| 59 |
4 |
Limiting height of gravity dams |
| 60 |
5 |
Earth dams-types, causes of failure and design criteria |
| 61 |
5 |
Arch dams- thin cylinder theory |
| 62 |
5 |
Arch dams- thin cylinder theory |
| 63 |
5 |
Spillways-types |