Drainage formula (Water Overlay): Difference between revisions

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<math>Q_{p,t}=\Delta t*q_t</math>
<math>Q_{p,t}=\Delta t*q_t</math>


The water head at the drainage area is calculated:
<math>Q_{b} = A_d \cdot f_s \cdot  \abs{\frac{(w_g - w_w) \cdot A_w}{A_d \cdot f_s + A_w}}</math>
 
<math>h_{x,y} = (w_{g,x,y}-z_d)\cdot f_s</math>


<math>Q_{max} = A_d * (w_d - z_d) * f_s</math>
<math>


where:
where:
: <math>w_g</math> is the ground water level in meters
: <math>w_g</math> is the ground water level in meters
: <math>w_w</math> is the water level in the waterway
: <math>z_d</math> is the drainage datum height in meters.
: <math>z_d</math> is the drainage datum height in meters.
: <math>A_d</math> is the drainage area size in square meters.
: <math>A_d</math> is the drainage area size in square meters.
: <math>f_s</math> is the average storage percentage of the ground above the drainage.
: <math>f_s</math> is the average storage percentage of the ground above the drainage.
: <math>Q_{b}</math> is the amount transfered for a balanced ground and surface water level
: <math>Q_{max} is the amount available in the ground above the drainage.
: <math>

Revision as of 14:53, 4 December 2020

Drainage passive: First the flow capacity is calculated

Failed to parse (unknown function "\abs"): {\displaystyle Q_{b} = A_d \cdot f_s \cdot \abs{\frac{(w_g - w_w) \cdot A_w}{A_d \cdot f_s + A_w}}}

is the ground water level in meters

is the water level in the waterway
is the drainage datum height in meters.
is the drainage area size in square meters.
is the average storage percentage of the ground above the drainage.
is the amount transfered for a balanced ground and surface water level
<math>Q_{max} is the amount available in the ground above the drainage.
<math>