Sandramariasiby
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Module 1
Diversion head works- layout and functions of components, 
Weir and barrage- Causes of failure of weirs on permeable soils - 
Bligh’s theory. Design of vertical drop weir. Khosla’s theory of 
independent variables- Khosla’s corrections-Use of Khosla’s charts.
- Lecture notes
- • 46 pages •
Diversion head works- layout and functions of components, 
Weir and barrage- Causes of failure of weirs on permeable soils - 
Bligh’s theory. Design of vertical drop weir. Khosla’s theory of 
independent variables- Khosla’s corrections-Use of Khosla’s charts.
Module 3
Design and Drawing of the following hydraulic structures: 
1. Aqueduct (Type III) 
2. Syphon Aqueduct (Type III) 
3. Canal Fall (Trapezoidal Notch type) 
4. Siphon Well Drop 
5. Sarda Type Fall (High Discharge only) 
6. Cross Regulator (Using Khoslas Theory)
- Lecture notes
- • 48 pages •
Design and Drawing of the following hydraulic structures: 
1. Aqueduct (Type III) 
2. Syphon Aqueduct (Type III) 
3. Canal Fall (Trapezoidal Notch type) 
4. Siphon Well Drop 
5. Sarda Type Fall (High Discharge only) 
6. Cross Regulator (Using Khoslas Theory)
Design of Hydraulic Structures
Module 1 - Diversion head works- layout and functions of components, 
Weir and barrage- Causes of failure of weirs on permeable soils - 
Bligh’s theory. Design of vertical drop weir. Khosla’s theory of 
independent variables- Khosla’s corrections-Use of Khosla’s charts. 
Module 2 - Irrigation canals, canal alignment- cross section of unlined canals- 
Design of canals through alluvial soils-Kennedy’s theory and 
 
Lacey’s theory. 
Cross drainage works-Types, selection of suitable type...
- Lecture notes
- • 46 pages •
Module 1 - Diversion head works- layout and functions of components, 
Weir and barrage- Causes of failure of weirs on permeable soils - 
Bligh’s theory. Design of vertical drop weir. Khosla’s theory of 
independent variables- Khosla’s corrections-Use of Khosla’s charts. 
Module 2 - Irrigation canals, canal alignment- cross section of unlined canals- 
Design of canals through alluvial soils-Kennedy’s theory and 
 
Lacey’s theory. 
Cross drainage works-Types, selection of suitable type...