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Investigating the Linkage between Water Quality and Water Quantity in Watershed Management

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Title: Investigating the Linkage between Water Quality and Water Quantity in Watershed Management


1
Investigating the Linkage between Water Quality
and Water Quantity in Watershed Management
  • Richard L. Kiesling
  • 1United States Geological Survey, Water Resource
    Division, Texas District, 8027 Exchange Drive,
    Austin, TX, 78754
  • 2Environmental Science Institute, University of
    Texas, Austin, TX, 78712

2
Why Evaluate Impact of Streamflow?
  • Streamflow acts as a master variable
  • Controls Water Residence Time
  • Regulates Rates of Physical Disturbance
  • Regulates Nutrient and Carbon Cycling
  • nutrient uptake length a function of stream depth
    and velocity (e.g., Valett et al. 1996)
  • nutrient assimilation and turnover rates a
    function of discharge (Butterini and Sabater
    1998).
  • Regulates Channel Characteristics
  • Hydro-geomorphology

3
Water Resource Functions
  • Aesthetics enhancement of property values
  • Habitat fish and wildlife survival and
    reproduction
  • Hydro-electric power generation
  • Recreation swimming, boating, fishing
  • Seafood production freshwater inflows for
    shellfish and finfish production
  • Water quality assimilation of waste and
    production of safe drinking water
  • Water supply Ag, Domestic, Industrial,
    Recreation

4
Investigating the Linkage
  • Approach
  • Technical evaluation of the impact of instream
    flows on wastewater effluent assimilation
  • Methodology
  • Run calibrated QUAL-TX water quality model with
    alternative instream flow criteria
  • Compare model output for alternative effluent
    sets under different static flow conditions

5
Acknowledgments
  • TCEQ
  • Joan Flowers, Carter and Burgess
  • TIAER
  • US EPA
  • Tarleton State University
  • Amy Findley
  • Jeff Back

6
Water Quality Simulations Rio Grande
  • Calibrated QUAL-TX Model
  • Modified Headwater Flow
  • 60 and 40 of median daily flow from Fort
    Quitman Gage 1923 through 1950 (3.6 m3/sec and
    2.4m3/sec)
  • Conserved Pollutant Load
  • Modeled Alternative Load Scenarios
  • Increased BOD load by 20mg/L for two flow
    scenarios
  • Compared Predicted Instream DO

7
Rio Grande / Rio Bravo Basin
8
Rio Grande Alternative Load Scenarios
9
Rio Grande Alternative Load Scenarios
10
Rio Grande Alternative Load Scenarios
11
Water Quality Simulations North Bosque
  • Used Calibrated TNRCC QUAL-TX Model
  • Modified Headwater Flow
  • Default Instream Flow restriction based on 60 or
    40 of median daily flow recorded at Clifton Gage
  • Conserved Pollutant Load
  • Modeled Alternative Load Scenarios
  • Increased BOD load by 20mg/L for two flow
    scenarios
  • Compared Predicted Instream DO

12
BO040
BO060
BO070
BO090
NC060
13
North Bosque Alternative Load Scenarios
 
 
14
Downstream
Upstream
15
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16
Simulation Study Conclusions
  • Maintenance of instream flows above critical low
    flows increased modeled assimilative capacity
  • Potential exists for economic trade-off between
    wastewater treatment costs and instream flow to
    maintain assimilative capacity
  • Integrated water resource management requires the
    simultaneous assessment of streamflow
    manipulation and assimilative capacity
  • Does this apply to all constiuents?

17
System Model of Nutrients and Watershed
Eutrophication
  • Nutrient supply can limit algal production
  • Nutrient enrichment from watershed and marine
    sources can control extent of limitation
  • Control Points within watersheds dictate
    trophic-level responses to nutrient enrichment
    for example
  • Frequency and magnitude of loads
  • Spatial and temporal change in LULC
  • Hydro modification (entrenchment, diking)

18
In-stream Methods algal production
  • NDS periphytometers apparatus design
  • Liquid media diffusing through two-layer
    substrate
  • 0.45 micron nylon barrier filter
  • GFF substrate - analyzed for algal biomass or
    carbon
  • Factorial Experiments factors, 1 level each,
    interaction term
  • Six Sites in North Bosque River Watershed
  • Nutrient media additions of 350 uM N and 100 uM
    P
  • Eight replicates per treatments
  • 10-14 day deployments micro and macro methods

19
BO040
BO060
BO070
BO090
NC060
20
Matlock Periphytometer, North Bosque River, Hico
TX
21
Micro-NDS Periphytometer, North Bosque River,
Hico TX
22
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28
Conclusions Watershed Eutrophication
  • Nutrient-limited periphyton primary production
    conforms to resource-consumer model of population
    growth based on resource supply rate
  • Periphyton primary productivity is elevated along
    the instream nutrient concentration gradient,
    documenting a change in trophic status
  • Periphyton and water-column primary productivity
    at Clifton (BO090) track mean discharge as well
    as nutrient concentration

29
Micro-NDS Periphytometer Taos Ski Valley, New
Mexico
Dr. Richard Kiesling US Geological Survey 8027
Exchange Drive Austin, TX 78754 kiesling_at_usgs.go
v (512) 927-3505
Micro-NDS Periphytometer Steer Creek, Oregon
30
Contact Information
  • Dr. Richard Kiesling
  • US Geological Survey
  • 8027 Exchange Drive
  • Austin, TX 78754
  • kiesling_at_usgs.gov
  • (512) 927-3505

31
Buffalo Bayou Example
  • Proposed to augment flow of Buffalo Bayou from
    upstream flood control reservoir
  • Maximum annual demand for instream flow releases
    was 62,985 ac-ft per year
  • WWTP alternative cost 22.1 million for
    construction and operation (2001 dollars)
  • Alternatives approximately equivalent at raw
    water cost of 350 per ac-ft (2001 dollars)

32
Economic Evaluation Observations
  • Example illustrates the potential for benefits
    analysis associated with the maintenance of
    instream flows
  • Example demonstrates the potential value of
    integrated functional analysis of water quality
    and water quantity
  • Raises questions regarding costs estimates
    available for this type of planning exercise

33
Water Quality Simulations Rio Grande
  • Calibrated QUAL-TX Model
  • Modified Headwater Flow
  • 60 and 40 of median daily flow from Fort
    Quitman Gage 1923 through 1950 (3.6 m3/sec and
    2.4m3/sec)
  • Conserved Pollutant Load
  • Modeled Alternative Load Scenarios
  • Increased BOD load by 20mg/L for two flow
    scenarios
  • Compared Predicted Instream DO
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