WebSluice (/ s l u s / SLOOS) is a word for a channel controlled at its head by a movable gate which is called a sluice gate. A sluice gate is traditionally a wood or metal barrier sliding in grooves that are set in the sides of the waterway and can be considered as a bottom … WebJan 1, 1999 · Similar to an ordinary sluice gate, the discharge below gates located over sills in rectangular channels may be expressed as: (1) q = C d G 2 g (H − Z) where q is the discharge per unit width, H is the upstream flow depth above the channel bed, G is the gate opening, Z is the sill height above the bed, g is the gravitational acceleration and ...
INVESTIGATION OF WATER FLOW PASSING …
Webhydrostatic. Some of them are invalid for the flow immediately downstream from the gate section. According to Frisch et al. (2004), when the ratio of the upstream flow depth, y1, to the sluice gate opening, w, is large, the flow velocity at the vena contracta, v2, can be … WebSluice Gate - Fluid Mechanics I - Lab CIVL 130 Lab Reports Fluid Mechanics Docsity Free photo gallery. ... INVESTIGATION OF THE PROPERTIES OF FLOW BENEATH A Studypool. SOLUTION: 370327756 sluice gate and hydraulic jump lab report docx - Studypool. www.csus.edu ... graph morpheme
open-channel flow, discharge under a sluice gate, formulas, …
WebThe goal of this experiment is to define the relationship between upstream head and flowrate for water flowing under a sluice gate; calculate the discharge coefficient; to observe the flow pattern; and to determine the relationship between upstream head and thrust on a sluice gate. Background. The flow of liquids in open channels can be ... WebJan 1, 1992 · Sluice‐gate discharge coefficient is an involved function of geometric and hydraulic parameters. For free flow, it is related to upstream depth and gate opening, whereas for submerged flow, in addition to these parameters, it depends on tail‐water depth. The present practice of discharge coefficient determination is from curves drawn ... WebFig. 1 Flow beneath a sluice gate 1. THEORY The Bernoulli energy equation may be applied in those cases where there is a negligible loss of total head from one section to another, or where the magnitude of the head loss is already known. Flow under a sluice gate is an example of converging flow where the correct form of the graph motor bay city mi