Care and Diversion of Water: Difference between revisions
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"The design for a dam that is to be constructed across a stream channel must consider diversion of the streamflow around or through the damsite during the [[construction]] period. The extent of the diversion problem varies with the size and flood potential of the stream; at some damsites diversion may be costly and time-consuming and may affect the scheduling of construction activities; whereas, at other sites it may not present any great difficulties. Nevertheless, a diversion problem exists to some extent at all sites except those located offstream, and the selection of the most appropriate scheme for diversion during construction is important to the economy of the dam."<ref name="Small Dams">[[Design of Small Dams | Design of Small Dams, USBR, 1987]]</ref> | |||
"The diversion scheme selected ordinarily represents a compromise between the cost of the diversion facilities and the amount of risk involved. The proper diversion scheme will minimize the potential for serious flood damage to the work in progress at a minimum of expense. The following factors should be considered in a study to determine the best diversion scheme: | |||
#Streamflow characteristics; | |||
#Size and frequency of diversion flood; | |||
#Methods of diversion; | |||
#Specifications requirements."<ref name="Small Dams"/> | |||
</br> | |||
"The method, or scheme, of diverting floods during construction depends on the magnitude of the flood to be diverted; the physical characteristics of the site; the type of dam to be | |||
constructed; the nature of the appurtenant works, such as the spillway, [[penstocks]], or outlet works; and the probable sequence of construction operations. The objective is to select the optimum scheme considering practicability, cost, and the risks involved. The diversion works should be capable of being incorporated into the overall construction program with minimal impact and delay."<ref name="Small Dams"/> | |||
==Best Practices Resources== | ==Best Practices Resources== | ||
Revision as of 17:35, 6 December 2022
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| Construction of a tunnel for the diversion of water at a construction site. |
"The design for a dam that is to be constructed across a stream channel must consider diversion of the streamflow around or through the damsite during the construction period. The extent of the diversion problem varies with the size and flood potential of the stream; at some damsites diversion may be costly and time-consuming and may affect the scheduling of construction activities; whereas, at other sites it may not present any great difficulties. Nevertheless, a diversion problem exists to some extent at all sites except those located offstream, and the selection of the most appropriate scheme for diversion during construction is important to the economy of the dam."[1]
"The diversion scheme selected ordinarily represents a compromise between the cost of the diversion facilities and the amount of risk involved. The proper diversion scheme will minimize the potential for serious flood damage to the work in progress at a minimum of expense. The following factors should be considered in a study to determine the best diversion scheme:
- Streamflow characteristics;
- Size and frequency of diversion flood;
- Methods of diversion;
- Specifications requirements."[1]
"The method, or scheme, of diverting floods during construction depends on the magnitude of the flood to be diverted; the physical characteristics of the site; the type of dam to be
constructed; the nature of the appurtenant works, such as the spillway, penstocks, or outlet works; and the probable sequence of construction operations. The objective is to select the optimum scheme considering practicability, cost, and the risks involved. The diversion works should be capable of being incorporated into the overall construction program with minimal impact and delay."[1]
Best Practices Resources
Design of Small Dams, USBR, 1987
Trainings
On-Demand Webinar: Stream Management for Dam Construction
On-Demand Webinar: Managing Increased Dam Safety Risk During Reconstruction
Citations:
Revision ID: 4997
Revision Date: 12/06/2022