Canals: Difference between revisions
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The historic Erie Canal in upstate New York. ([https://en.wikipedia.org/wiki/Erie_Canal Wikipedia]) | The historic Erie Canal in upstate New York. | ||
(Image Source: [https://en.wikipedia.org/wiki/Erie_Canal Wikipedia]) | |||
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==Best Practices Resources== | ==Best Practices Resources== | ||
{{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 12- Water Conveyance | Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 12- Water Conveyance, FERC | {{Document Icon}} [[Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 12- Water Conveyance | Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 12- Water Conveyance, FERC]] | ||
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Latest revision as of 21:15, 18 July 2023
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| The historic Erie Canal in upstate New York.
(Image Source: Wikipedia) |
“Canals are constructed channels of widely varying capacities used to convey water for irrigation, power, domestic uses, or drainage. Distributory channels conveying water from the main canal to farm units are called laterals and sublaterals. The design capacity of an irrigation canal or lateral is based on maximum daily consumptive use rate downstream of the section under consideration, including allowance for seepage losses. Water loss from seepage is a major problem in canal design. On a typical irrigation project, about 20 to 40 percent of water diverted into the canals and laterals can be expected to be lost be seepage unless lining is provided. Conversely, water seeping into a canal can (under favorable conditions) be used to augment the water supply. Also, inflow seepage is the means by which subsurface draining is accomplished for open-ditch drainage systems”.[1]
“The cross section of a canal is selected to satisfy the most desirable criteria for bottom width, water depth, side slopes, freeboard, and bank dimensions, and to facilitate operation and maintenance. The ratio of bottom width to depth ranges from 2H:1V for the smallest laterals to 8H:1V for large canals; side slopes on unlined canals range from 1.5H:1V to 2H:1V, or flatter where unstable soils are encountered. Design of canals is based on development of a steady-state seepage condition from the normal high water surface, followed by rapid drawdown of the water surface. Dimensions of the banks and the soils of which they are composed must ensure stability under these extreme hydraulic conditions”.[1]
Best Practices Resources
Engineering Guidelines for the Evaluation of Hydropower Projects: Chapter 12- Water Conveyance, FERC
Citations:
Revision ID: 7314
Revision Date: 07/18/2023