Course Details
Subject {L-T-P / C} : CE4702 : Water resources Engineering Design Practice { 0-0-2 / 1}
Subject Nature : Practical
Coordinator : Ratnakar Swain
Syllabus
| Module 1 : |
1. Stability analysis of gravity dams, (2 hours)
|
Course Objective
| 1 . |
To perform stability analysis of gravity dams by evaluating their structural integrity against various forces such as water pressure, uplift pressure, and seismic forces. |
| 2 . |
To design unlined canals using Kennedy’s and Lacey’s theories for efficient water conveyance, ensuring stability and sediment transport balance. |
| 3 . |
To conduct seepage analysis of barrages using Bligh’s creep theory, Lane’s creep theory, and Khosla’s theory to assess potential seepage losses and design effective cutoff measures. |
| 4 . |
To evaluate the cost-benefit ratio of canal lining by comparing the economic advantages of lining an unlined canal with the associated construction and maintenance costs. |
Course Outcome
| 1 . |
CO1: Analyze the stability of gravity dams by understanding the impact of various forces and designing safe and efficient structures.
|
Essential Reading
| 1 . |
S K Garg, Irrigation Engineering and Hydraulic Structures, Khanna Publishers |
Supplementary Reading
| 1 . |
Punmia, B.C., and B.B. Pande, Irrigation and Water Power Engineering, Laxmi Publication Pvt. Ltd., New Delhi |



