PEARSON (PEARSON) • Design of Hydraulic Structures
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Courses Design of Hydraulic Structures at PEARSON (PEARSON)
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CE 302 3
Latest notes & summaries PEARSON (PEARSON) • Design of Hydraulic Structures
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.
- Class notes
- • 46 pages's •
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PEARSON•CE 302
Preview 4 out of 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.
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)
- Class notes
- • 48 pages's •
-
PEARSON•CE 302
Preview 4 out of 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)
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...
- Class notes
- • 46 pages's •
-
PEARSON•CE 302
Preview 4 out of 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...