National Institute of Technology Rourkela

राष्ट्रीय प्रौद्योगिकी संस्थान राउरकेला

ଜାତୀୟ ପ୍ରଯୁକ୍ତି ପ୍ରତିଷ୍ଠାନ ରାଉରକେଲା

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Syllabus

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)
2. Design of gravity dams. (2 hours)
3. Design of unlined canal using Kennedy’s theory. (2 hours)
4. Design of an unlined canal using Lacey’s theory. (2 hours)
5. Economics of canal lining—finding the cost-benefit ratio by lining an unlined canal. (2 hours)
6. Design of trapezoidal notches. (2 hours)
7. Design of cross-drainage structure. (2 hours)
8. Design of Canal Falls. (2 hours)
9. Seepage analysis of barrages using Bligh’s theory, Lanes creep theory and Khosla’s theory (2 hours)
10. Design of earthen dam phreatic line. (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.
CO2: Design unlined canals using Kennedy’s and Lacey’s theories to ensure optimal water flow and minimize sedimentation issues.
CO3: Perform seepage analysis of barrages using Bligh’s, Lane’s, and Khosla’s theories to assess seepage losses and recommend suitable preventive measures.
CO4: Evaluate the economics of canal lining by determining the cost-benefit ratio and assessing the feasibility of lining unlined canals.
CO5: Design various hydraulic structures such as cross-drainage works, trapezoidal notches, canal falls, and earthen dam phreatic lines to ensure efficient water management and distribution.

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