1970-71 1971-72 1972-73 1973-74 1974-75 1975-76 1976-77 1977-78 1978-79 1979-80 15925 14813 11726 11818 12617 15704 8334 12864 16195 10392 1980-81 1981-82 1982-83 1983-84 1984-85 1985-86 1986-87 16585 14649 10662 11555 10821 9466 9732

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Flow measurement of river Netravati at Bantwal (catchment area = 4000 km²) yielded the
following annual volumes:
Year
1970–71
1971-72
1972-73
1973-74
1974-75
1975-76
1976-77
1977-78
1978-79
1979-80
Observed
annual flow
(Mm³)
15925
14813
11726
11818
12617
15704
8334
12864
16195
10392
Year
1980-81
1981-82
1982-83
1983-84
1984-85
1985-86
1986-87
Observed
annual flow
(Mm³)
16585
14649
10662
11555
10821
9466
9732
The withdrawal upstream of the gauging station (for meeting irrigation, drinking water and
industrial needs are 95 Mm³ in 1970-71 and is found to increase linearly at a rate of 2.1
Mm³/year. The annual evaporation loses from the water bodies on the river can be assumed to be
4.1 Mm³. Estimate the 80% dependable yield at Bantwal.
Transcribed Image Text:Flow measurement of river Netravati at Bantwal (catchment area = 4000 km²) yielded the following annual volumes: Year 1970–71 1971-72 1972-73 1973-74 1974-75 1975-76 1976-77 1977-78 1978-79 1979-80 Observed annual flow (Mm³) 15925 14813 11726 11818 12617 15704 8334 12864 16195 10392 Year 1980-81 1981-82 1982-83 1983-84 1984-85 1985-86 1986-87 Observed annual flow (Mm³) 16585 14649 10662 11555 10821 9466 9732 The withdrawal upstream of the gauging station (for meeting irrigation, drinking water and industrial needs are 95 Mm³ in 1970-71 and is found to increase linearly at a rate of 2.1 Mm³/year. The annual evaporation loses from the water bodies on the river can be assumed to be 4.1 Mm³. Estimate the 80% dependable yield at Bantwal.
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