HGE 9 - Head Loss & 3 Reservoir

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13 Terms

1
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Darcy-Weisbach - all sections

f - friction factor

<p>f - friction factor</p>
2
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Darcy-Weisbach - circular pipes

f - friction factor

<p>f - friction factor</p>
3
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Manning - all sections

n - roughness coefficient

<p>n - roughness coefficient</p>
4
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Manning - circular pipes

n - roughness coefficient

<p>n - roughness coefficient</p>
5
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Hazen-Williams - all sections

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Hazen-Williams - circular pipes

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For non-circular pipe, R:

P = wetted perimeter

<p>P = wetted perimeter</p>
8
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For non-circular pipe, D:

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9
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Slope of EGL / Hydraulic Slope / Energy Gradient

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10
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Minor Head Loss

km = coefficient of such minor loss

(due to change in size or direction, obstruction, etc.)

<p>km = coefficient of such minor loss</p><p>(due to change in size or direction, obstruction, etc.)</p>
11
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3 Reservoir: Case 1

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3 Reservoir: Case 2

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3 Reservoir: Case 3

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