Page 113 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA

r depends on foulant:

Greater compaction
Kraemer Basin (KB)
rates, KB fines foul
BCV waste, with a
slightly below 100
At greater loading
Sediment/foulant interaction coefficient (r)
Sediment/foulant interaction coefficient (r)
foulant material r
more (greater r).
values vary only

mg/L load.
is nearly constant for TSS <100 mg/L.
is nearly constant for TSS <100 mg/L.
possible?

500 greater average particle size than KB material exhibits lower r (fouls less)

400 /L n, mg

oefficient tratio Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 78 of 137

oncentration

300 n
ediment/Foulant Interaction C
nce Tamped Column s Tamped, Cleaned Column

Foulant Co aste Foulant, Hand Tamped Column

vs. Foulant Load C
200

e
rag KB Chip Foulant, Mass

100 e Av KB Chips, Mas

BCV W

S 0

1.00E-03 1.00E-04 2 1.00E-05 Coefficient, ft /mg Sediment/Foulant Interaction 1.00E-06