Hyporheic Exchange and Urban Water Demand Studies

16
Hyporheic Exchange and Urban Water Demand Studies

description

Hyporheic Exchange and Urban Water Demand Studies. Hyporheic Exchange over Dunes and Ripples. High. Turbulent Stream Flow. Pressure. Low. Sediment ( Hyporheic Zone). Hyporheic Exchange over Dunes and Ripples. High. Turbulent Stream Flow. Pressure. Low. Downwelling. Upwelling. - PowerPoint PPT Presentation

Transcript of Hyporheic Exchange and Urban Water Demand Studies

Page 1: Hyporheic  Exchange and Urban Water Demand Studies

Hyporheic Exchange and Urban Water Demand Studies

Page 2: Hyporheic  Exchange and Urban Water Demand Studies

Pres

sure

High

Low

Turbulent Stream Flow

Sediment (Hyporheic Zone)

Hyporheic Exchange over Dunes and Ripples

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Pres

sure

High

Low

Turbulent Stream Flow

Sediment (Hyporheic Zone)

Dow

nwel

ling U

pwelling

Hyporheic Exchange over Dunes and Ripples

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Pres

sure

High

Low

Stro

ng

nutr

ient

gr

adie

nts

Stro

ng re

dox

grad

ient

sDO

C

Total N

O2

Turbulent Stream Flow

Aerobic respiration:

Denitrification:

Nitrification:

Microbial Metabolism

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Pres

sure

High

Low

Total N

O2

Turbulent Stream Flow

Bacteria and viruses (along with other POM) can be sequestered in, or mobilized from, the hyporheic zone

P

Heat Cu

Pb

CdZn

POM

H+

Viruses

Bacteria

DOC

CEC

“River’s Liver”

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Pres

sure

High

Low

Turbulent Stream Flow

The HZ also serves as habitat for plants, fish eggs (redd), and macroinvertebrates

REDD

Habitat

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Hyporheic Zones: the next constructed wetland?

Lawrence et al (2013) “Hyporheic Zone in Urban Streams: Review and Opportunities for Enhancing Water Quality and Improving Aquatic Habitat by Active Management” Environmental Engineering Management, 30: 480-501

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Goal: develop predictive tools of pollutant removal in the hyporheic zone

• Theoretical studies of hyporheic exchange and pollutant removal (S. Grant, S. Elghobashi, I. Marusic, D. Chung, M. Azizian; A. Kalantari)

• Laboratory-scale experimental studies of pollutant removal (P. Cook, A. Mccluskey)

• Field-scale extrapolations of theoretical and lab-scale studies (M. Stewardson)

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1

0 .5

00

−π 2

−π

0 π−π−2π 2π

1 .0

0 .5

0 .0

x

λ

y

h x ,0( )

u

unit cell

Figure 1.

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−π

0 π−π

x

y

0

−2π 0

1 .0

0 .2

0 .4

0 .6

0 .8

λ

first-order reaction in sediment domain

0 π−π

x

−πy

0

−2π

h 0

1

−1

A. B.

C. D.

xy

C0C f

ruuy

ux

x0

C

0

1 .0

0 .2

0 .4

0 .6

0 .8

−π

0 π−π

y

0

−2π

x

C0C f

2x0ux

Figure 2.

C

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Kathleen Low Stanley Grant

• Modeling Drought Response at the City Scale

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Melbourne per capita water consumption

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Melbourne decreased its per capita potable water consumption by a whopping 46% over 12 years (458 to 247 L/person-day)

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Melbourne decreased its per capita potable water consumption by a whopping 46% over 12 years (458 to 247 L/person-day)

=300 GL of water saved in 2012>3X maximum annual capacity of OC GWRS (88 GL)>water supplied by LA Aqueduct in 2010/11 (228 GL)

Page 15: Hyporheic  Exchange and Urban Water Demand Studies

Melbourne decreased its per capita potable water consumption by a whopping 46% over 12 years (458 to 247 L/person-day)!

=300 GL of water saved in 2012>3X maximum annual capacity of OC GWRS (88 GL)>water supplied by LA Aqueduct in 2010/11 (228 GL)

How did Melbourne do it?

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Participants

Kathleen Low, Andrew Hamilton, David Feldman, Amir AghaKouchak, Murray Peel, Mike Stewardson