A simple method for estimating design hydraulic loading rates in ...

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Deep water table2018Modified Bouma bottom flux (cm/d)16141210864y = 1.089x - 0.2718R 2 = 0.9583200 2 4 6 8 10 12 14 16 18 20HYDRUS bottom flux (cm/d)

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Modified Bouma Equation• Orig<strong>in</strong>al equation• Modified equationk∑i=0⎡K h h s−b ⎢ 2⎣ Zb0ZbZ⋅k⎛⎜⎝K h − h + Z0 s bbs= Kh (s)Zb+ 12Zb⎞⋅ i⎟ +k + 1 ⎠bh0⎤⎥⎦h − h + Z0Zsbb=Kh ( )s

Deep water table2018Modified Bouma bottom flux (cm/d)16141210864y = 1.089x - 0.2718R 2 = 0.9583200 2 4 6 8 10 12 14 16 18 20HYDRUS bottom flux (cm/d)

Page 1 and 2: A Simple Method for EstimatingDesig
Page 3 and 4: Absorption Field Trench
Page 5 and 6: Design Hydraulic Loading Rate• Si
Page 7 and 8: Bouma EquationKh ( s)Hydraulic Cond
Page 9 and 10: Bouma EquationHydraulic Conductivit
Page 11 and 12: Objectives• Develop simple method
Page 13: Biomat Properties• Finch et al (2
Page 16: Deep water table201816Bouma bottom
Page 23 and 24: Hydraulic Conductivity or Biomat Fl
Page 31: Conclusions• Modified Bouma equat

A simple method for estimating design hydraulic loading rates in ...

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