The maximum quantity of water that can be guaranteed during a critical dry period is known as:
Firm yield
Reservoir yield is a crucial concept in water resource management. It refers to the amount of water that can be reliably withdrawn from a reservoir over a specified period. The yield is not constant and depends heavily on the inflow into the reservoir, which fluctuates with rainfall and other hydrological factors.
Water availability from a reservoir is often described using different terms based on reliability and timing. Let's look at the options provided:
Critical yield: This term is sometimes used synonymously with firm yield or refers specifically to the yield achieved during the critical dry period. However, "Firm yield" is the more standard and precise term for the guaranteed maximum.
Average yield: This represents the average amount of water that can be supplied from the reservoir over a long period, often based on historical inflow data. This yield is not guaranteed, as actual availability varies greatly from year to year.
Firm yield: This is the maximum rate at which water can be supplied from the reservoir continuously throughout a specific critical dry period, representing the most severe hydrological conditions on record or anticipated. It is the quantity of water that can be guaranteed even under the worst conditions.
Secondary yield: This is the water available from the reservoir in excess of the firm yield during periods of high inflow. It is not guaranteed and is typically available only during wet periods. This water might be used for purposes that can tolerate interruptions, like irrigation of certain crops or hydropower generation.
The question asks for the maximum quantity of water that can be guaranteed during a critical dry period. Based on the definitions, the term that precisely fits this description is Firm yield. It is the dependable yield that a water supply system can rely on even during periods of drought when inflows are minimal.
Sequentially arrange the following steps which are involved in surveying to build an irrigation structure.
A. Reconnaissance survey
B. Preliminary survey
C. Examine the water availability
D. Final location survey
E. Final survey report
A drop in canal bed is generally provided, if
________ is a kind of passage to allow water from upstream to downstream of a dam which has flood gates to control the flow.
For the upstream face of an earthen dam, the most adverse condition for stability of slope is:
For no tension to develop in the gravity dam the resultant of all external forces should always lie _______.