Page 107 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA

method of Marquardt
The model was fitted
by manipulating the
to test column data

In most cases, the
coefficient (r) with
sediment/foulant

interaction
regression.

nonlinear

Model Fitted to Test

50000 model explained <90% of the data variability.

sin

r Ba

Column Data

e
m 40000 -5 Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 75 of 137

e g/L
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