CE 302

PEARSON (PEARSON)

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Class notes

Module 1
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46

April 2024

2020/2021
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.
sandramariasiby
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Class notes

Module 3
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48

April 2024

2020/2021
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)
sandramariasiby
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Class notes

Design of Hydraulic Structures
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46

April 2024

2020/2021
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...
sandramariasiby
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