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More flow nets
Nile Creek
#19
#19a
11
0 m
(as
l)9
07
05
0
Nile
Cre
ek100
60
80
10
0
Nile Creek at Highway 19 – looking up streamN
DashwoodDrift
Vertical exaggeration 10x
QuadraSand
11
0 m
(as
l)9
07
05
0
Nile
Cre
ek100
60
80
10
0
Nile Creek at Highway 19 – looking up streamN
DashwoodDrift
Vertical exaggeration 10x
QuadraSand
11
0 m
(as
l)9
07
05
0
Nile
Cre
ek100
60
80
10
0
Nile Creek at Highway 19 – looking up streamN
DashwoodDrift
QuadraSand
Vertical exaggeration 10x
2 m (October)
~16 m
k=10
k=0.01
Determine the flow rate through the flow net(from Fetter – page 134)
q´ = (Kph)/f
Where: q´ = the discharge per unit width of the aquifer in the 3rd dimension
K = the permeability (cm/s)*p = the number of flow tubes bounded by adjacent pairs of flow lines
h = the head loss over the length of the flow lines (cm)f = the number of squares bounded by adjacent flow lines
The result is in cm2/s but we need to multiply that by 100 cm (unit width of the aquifer) to get flow (cm3/s) per metre along the third dimension
*For now we’ll assume that K = 0.001 cm/s for the silty-sand of the Quadra Sand here
11
0 m
(as
l)9
07
05
0
Nile
Cre
ek100
60
80
10
0
Nile Creek at Highway 19 – looking up streamN
DashwoodDrift
Vertical exaggeration 10x
5.5 m (February)
QuadraSand
k=10
k=0.01
11
0 m
(as
l)9
07
05
0
Nile
Cre
ek100
60
80
10
0
Nile Creek at Highway 19 – looking up streamN
DashwoodDrift
QuadraSand
Vertical exaggeration 10x
2 m
~16 m
k=10
k=10
k=100
k=0.01
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