Flow through Side Sluice Gateby Masoud Ghodsian, (M.ASCE), Assoc. Prof.; Civ. Engrg. Dept., Tarbiat Modarres Univ., P.O. Box 14115/143, Tehran, Iran., firstname.lastname@example.org,
Serial Information: Issue 6, Pg. 458-463
Document Type: Journal Paper
Abstract: The hydraulic characteristics of a side sluice gate were studied experimentally. It was found that the specific energy remains constant along the side sluice gate. The coefficient of discharge for the side sluice gate is related to the main channel Froude number and the ratio of upstream depth of flow to sluice gate opening for free flow. It also depends on an additional parameter: the ratio of tailwater depth to the gate opening for submerged flow. Suitable equations for discharge coefficient are obtained.
Subject Headings: Gates (hydraulic) | Channel flow | Free flow | Submerged flow | Hydraulics | Froude number | Water discharge | Rivers and streams |
Services: Buy this book/Buy this article
Return to search