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Chapter:
Reservoirs-and-Dam-Reservoirs-Planning
The lowest portion of capacity-elevation curve of a proposed irrigation reservoir draining 20 km2 of catchment is represented by following data:
i. The rate of silting for catchment = 300 m3 / km2 / year
ii. Life of reservoir = 50 years
iii. Dead storage = 30
iv. The FSD of canal at head = 80 cm
v. The crop water requirement = 250 ha.m
vi. Dependable yield of catchment = 0.29 m
Calculate gross capacity of reservoir.
i. The rate of silting for catchment = 300 m3 / km2 / year
ii. Life of reservoir = 50 years
iii. Dead storage = 30
iv. The FSD of canal at head = 80 cm
v. The crop water requirement = 250 ha.m
vi. Dependable yield of catchment = 0.29 m
Calculate gross capacity of reservoir.
All Chapters
View all Chapter and number of question available From each chapter from Irrigation-engineering-Mcqs
Techniques & Quality
Techniques & Quality
Water Requirements of Crops
Water Requirements of Crops
Canal Irrigation System
Canal Irrigation System
Sediment Transport and Irrigation Channels Design
Sediment Transport and Irrigation Channels Design
Lining of Irrigation Canals and its Economics
Lining of Irrigation Canals and its Economics
Water Logged Reclamation and Saline Soils for Agricultural Purposes
Water Logged Reclamation and Saline Soils for Agricultural Purposes
Irrigation Revenue Rates
Irrigation Revenue Rates
Rivers Behaviour, Control and Training
Rivers Behaviour, Control and Training
Diversion Head Works, Hydraulic Jump Usefulness in Irrigation Structure
Diversion Head Works, Hydraulic Jump Usefulness in Irrigation Structure
Seepage Theories and Weirs and Barrages Design
Seepage Theories and Weirs and Barrages Design
Canal Falls
Canal Falls
Regulation Modules and Canal Structure
Regulation Modules and Canal Structure
Cross Drainage Work
Cross Drainage Work
Culverts Small Road Bridges Construction
Culverts Small Road Bridges Construction
Ground Water for Irrigation through Wells and Tubewells
Ground Water for Irrigation through Wells and Tubewells
General and Particular Dams
General and Particular Dams
Reservoirs and Dam Reservoirs Planning
Reservoirs and Dam Reservoirs Planning
Gravity and Dam Design Construction
Gravity and Dam Design Construction
Earthen and Rock Fill Dams
Earthen and Rock Fill Dams
Spillways, Energy Dissipators and Spillway Gates
Spillways, Energy Dissipators and Spillway Gates
Pressure Conduits, Outlet Works through Dams and Rivers
Pressure Conduits, Outlet Works through Dams and Rivers
Hydro Electric Power
Hydro Electric Power
River Navigation and Tank Irrigation
River Navigation and Tank Irrigation
Arch and Buttress Dams
Arch and Buttress Dams
Exam oriented Questions
Exam oriented Questions from irrigation engineering
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This Chapter Reservoirs-and-Dam-Reservoirs-Planning consists of the following topics
