Page 112 - Yucaipa Sustainable Groundwater Management Agency - Yucaipa SGMA

r depends on foulant:
Greater compaction
Kraemer Basin (KB)
rates, KB fines foul
At greater loading
slightly below 100
BCV waste, with a
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?
oefficient
oncentration
300 greater average 500 400 particle size than KB /L n, mg tratio n material exhibits lower r (fouls less) Yucaipa Sustainable Groundwater Management Agency - January 23, 2019 - Page 78 of 137
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