Determine the total energy production of a run-of-river plant having an total efficiency of 85%. It receives flow by means of a penstock, 400m long with 1.2m diameter, and f=0.015 in Darcy-Weisbach equation. The available head is 200m and seasonal fluctuations of upstream and downstream water levels are ignored. The flow duration data are tabulated as below. Q (m3/s) 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Duration, t (%) 100 95 80 65 55 40 35 25 20 10
Determine the total energy production of a run-of-river plant having an total efficiency of 85%. It receives flow by means of a penstock, 400m long with 1.2m diameter, and f=0.015 in Darcy-Weisbach equation. The available head is 200m and seasonal fluctuations of upstream and downstream water levels are ignored. The flow duration data are tabulated as below. Q (m3/s) 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Duration, t (%) 100 95 80 65 55 40 35 25 20 10
Chapter2: Loads On Structures
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Determine the total energy production of a run-of-river plant having an total efficiency of 85%. It receives flow by means of a penstock, 400m long with 1.2m diameter, and f=0.015 in Darcy-Weisbach equation. The available head is 200m and seasonal fluctuations of upstream and downstream water levels are ignored. The flow duration data are tabulated as below.
Q (m3/s) 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0
Duration, t (%) 100 95 80 65 55 40 35 25 20 10
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