Page 106 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA

Model Fitted to Test
Column Data
e sin r Ba e m The model was fitted g/L to test column data by manipulating the sediment/foulant interaction coefficient (r) with method of Marquardt nonlinear regression. In most cases, the model explained 50000 40000 <90% of the data variability. -5 Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 75 of 137
ith Kra nonlinear regression ted, r=3.60E

d w Avg. 92 m Percolation decay curve fitted by 30000 g/ft2 redic

nt Foule l @ Load, m P

e ria te 20000 ured

dim a

e Meas
d S Chip M

pe 10000

m

2 Kg Ta

120 100 80 60 40 % Initial Water Flux 20 0 0