Laserfiche WebLink
<br />CONTENTS <br />LIST OF FIGURES <br /> <br />Figure No. <br /> <br />Page <br /> <br />2.01 Terms in the Bernoulli equation 2.07 <br />3.01 Relationship depicting critical depth 3.04 <br />3.02 Possible types of open channel flow 3.07 <br />3.03 Classification of flow profiles 3.08 <br />3.04 Water surface profiles over a break in grade 3.10 <br />4.01 Flow boundary geometry at bridges showing contracting <br />and expanding flow 4.04 <br />4.02 Effect of weir geometry on free flow discharge coef- <br />ficients 4.11 <br /> <br />4.03 Effect of weir geometry on submerged flow discharge <br />coefficients 4.12 <br /> <br />4.04 Incipient submergence 4.13 <br /> <br />5.01 Distribution of discharge and flow area at a cross <br />section 5.03 <br /> <br />5.02 Uistribution of reach lengths and n-values 5.05 <br /> <br />5.03 Area and wetted perimeter of a river channel sub- <br />section 5.08 <br /> <br />5.u4 The area-elevation relationship 5.10 <br />5.05 Wa ter surface profil es 5.17 <br />5.06 Cross section 5.18 <br /> <br />5.07 Friction slope and conveyance profiles 5.19 <br /> <br />5.08 Friction factors for pipes 5.22 <br /> <br />5.0Y The velocity distribution factor 5.28 <br /> <br />5.10 Critical depth and velocity distribution factor in <br />an irregular cross section 5.29 <br /> <br />-tv <br />