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- W2358658373 abstract "Based on hydraulic model test of side channel spillway of Haozhi Dam Middle-Scaled Reservoir Rehabilitation and Strengthening Project,the characters of hydraulics involving capacity of flood release,pressure at the face of weir,the regime of flow and water surface profile have been observed and analysed.By comparing the experiment scheme of widening the side flume bed slope and adding incline slope behind the weir with the experiment scheme of widening the side flume bed slope and adding incline slope at both sides,this paper recommends the scheme of widening the side flume bed slope and adding incline slope behind the weir to improve the flow regime in the spillway and the discharge capacity." @default.
- W2358658373 created "2016-06-24" @default.
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- W2358658373 date "2005-01-01" @default.
- W2358658373 modified "2023-09-28" @default.
- W2358658373 title "Hydraulic Model Test on Side Weir of Spillway in Haozhi Reservoir Project" @default.
- W2358658373 hasPublicationYear "2005" @default.
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