TY - GEN
T1 - Numerical modeling of flushing process in Dez Dam reservoir by HR wallingford method
AU - Khosronejad, Ali
AU - Ashrafzadeh, Afshin
AU - Vazifedoust, Majid
PY - 2009
Y1 - 2009
N2 - Dez dam is one of the key dams in Iran. It is 203 m high with a reservoir of 2.3 BCM volume. This double arch dam has been constructed in a narrow gorge in 1962, southern west of Iran. It has three irrigation outlets at level of 222.7 m asl, two power intakes at elevation of 270 m asl. No bottom outlet have been designed and installed for Dez dam and consequently the sediment-entering reservoir cannot be evacuated easily. Considering an annual 15.8 million cubic meter sediment inflow into the reservoir, the bed level is increasing about 1.2 meter per year and therefore it is very necessary to take an appropriate measure saving dam reservoir. One of existing method to save dam reservoir is to flush the sediment out through existing bottom outlets. In this study, the feasibility and efficiency of pressure and free flow sediment flushing techniques have been studied and some good points are presented. The results of present study shows that the flushing method cannot resolve the sedimentation problem of Dez dam and it must be applied jointly by other methods to save the reservoir from being decommissioned.
AB - Dez dam is one of the key dams in Iran. It is 203 m high with a reservoir of 2.3 BCM volume. This double arch dam has been constructed in a narrow gorge in 1962, southern west of Iran. It has three irrigation outlets at level of 222.7 m asl, two power intakes at elevation of 270 m asl. No bottom outlet have been designed and installed for Dez dam and consequently the sediment-entering reservoir cannot be evacuated easily. Considering an annual 15.8 million cubic meter sediment inflow into the reservoir, the bed level is increasing about 1.2 meter per year and therefore it is very necessary to take an appropriate measure saving dam reservoir. One of existing method to save dam reservoir is to flush the sediment out through existing bottom outlets. In this study, the feasibility and efficiency of pressure and free flow sediment flushing techniques have been studied and some good points are presented. The results of present study shows that the flushing method cannot resolve the sedimentation problem of Dez dam and it must be applied jointly by other methods to save the reservoir from being decommissioned.
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U2 - 10.1061/41036(342)307
DO - 10.1061/41036(342)307
M3 - Conference contribution
AN - SCOPUS:70350144852
SN - 9780784410363
T3 - Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers
SP - 3036
EP - 3042
BT - Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009
T2 - World Environmental and Water Resources Congress 2009: Great Rivers
Y2 - 17 May 2009 through 21 May 2009
ER -