Page 115 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA

for Kraemer Basin
loading was <100
aggregate r value
r= 2.86+/-0.7 x 10 -5
calculation of an
m 2 /mg)
combined data

where foulant
mg/L allowed
Chip material:
regression of
from column
experiments

Nonlinear
Coefficient (r) From Statistically Similar
Coefficient (r) From Statistically Similar

Deriving Sediment/Foulant Interaction
Deriving Sediment/Foulant Interaction

ft 2 /mg (2.66x10 -6

100000

tudies, 10-5 80000

olumn S nt=2.86 +/- 0.699 x 60000 d (mg/ft2) 060206_50 051906_100 Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 79 of 137

eduction from C

Column Data
Column Data
fficie 40000 Solids Loade

nt Coe ite Model, r=2.86e-5

ercolation R
Soil/Foula 20000

060906_25 052506_40-85 pos

P Com

0

120 100 80 60 40 % Initial Percolation 20 0