# Study Guides for Civil Engineering at Queen's University

QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Study Guide - Final Guide: Sluice, Hydraulic Jump, Advection

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Final: Standard Step Method

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Study Guide - Final Guide: Sluice

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Study Guide - Final Guide: Froude Number

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Final: Most efficient channel section

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Most efficient channel section: for a rectangular channel with constant design area a: To minimize take: dp/dy = 0 with a= constant. A = 2y2 b = 2y (th
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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Study Guide - Final Guide: Manning Formula

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Final: Hydraulic Jump

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Final: Hydraulic Jump on Spillway

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Final: Gradually Varried Flow Part 2

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The flow area can be divided into 3 regions by the normal depth line (ndl), the critical depth line (cdl), and channel bottom. If y0 < yc the slope is
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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Study Guide - Final Guide: Sluice

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The flow area can be divided into 3 regions by the normal depth line (ndl), the critical depth line (cdl), and channel bottom. If y0 > yc the slope is
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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Final: Flow Profiles

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QUEEN'SCIVL 350Leon BoegmanFall

## CIVL 350 Final: Flow Profiles Part 2

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