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26 Cards in this Set

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Equation to find flow over a rectangular weir

Q= (2/3) Cd B( sqroot of 2g) H to the 1.5

Equation for flow over v notch weir

Q= (8/15) Cd Tan theta (sqroot of 2g) H to the 2.5

Cd

coefficient of discharge, typically .61 for weirs

theta

half the vertical angle of a v-notch weir

B

width of rectangular weir (m)

g

gravity coefficient 9.81 m/s squared

factors to be considered when setting up a weir on a small stream

what is the info required for? what degree of accuracy is required?


over what timespan; days, weeks , months


relatively straight section of stream


must be vertical and at right angles to the flow


all water must flow through weir

H

head of water over crest of rectangular weir in meters

Flow through a pipe (meters cubed/s)

Q= pipe csa(msquared) X velocity in m/s

To calculate max volume of water that could be generated in a peak rainfall event

1. find volume in m squared


2. than mult. by impermeability factor

then to find flowrate from meters per hour

divide by 60 to get per min, then divide by 60 again to get seconds

Manning formula: to find velocity in a pipe

(V= (m to the 0.667 S to the .5) divided by n

in manning formula:




what is m

Hydraulic radius: cross sectional area/ WP




CSA: pie d squared divided by 4




WP: Pie times d





what is S

slope: hydraulic gradient

What is n

manning coefficient

Liters to meters cubed, you

divide by 1000; 1000L= 1mcubed

Q= VxA

repetition never hurts

Bernoulli's equation:


z, p, w, p/w, v, g, vsquared/2g

z=potential energy due to height above datum (m)


p= pressure energy


w= unit weight


p/w= pressure energy per unit weight (m)


v= water velocity 9.81 m/ssquared


v2/2g= velocity energy per unit weight (m)



Torricellis theorem ( theoretical flow through an orifice)

Q= Cd x A x ( sqroot of 2gH )

Darcy equation is used to

calculate the head loss in a pipeline due to friction

HL

head loss due to friction (m)

f

darcy friction factor

L

length of pipeline in m

D

pipe diameter

Find C.H by

R.L+ B.S

C.H - F.S or I.S =

R.L