Title: Watershed Monitoring and Modeling in Switzer, Chollas, and Paleta Creek Watersheds
1Watershed Monitoring and Modeling in Switzer,
Chollas, and Paleta Creek Watersheds
- Kenneth Schiff
- Southern California Coastal Water Research
Project - www.sccwrp.org
2By The End Of Today
- Review approach to sampling designs
- Basic agreements on most important elements
- Opportunities for collaboration?
- Achieve sufficient detail for SCCWRP to write a
workplan
3Agreements From Our last Meeting
- Sediments at the mouth of several urban creeks
draining to SD Bay are listed as impaired - - chemistry, toxicity, benthic community
- Two questions for the next phase
- What are the loads of CPOCs to the creek mouth?
- How much of the total load deposits in the creek
mouth? - Several CPOCs
- Chlordane, PAHs, PCBs, Cu, Pb, Zn,
- As, Hg
4Road Map
- Source question
- Fate and transport
- Prioritization
5Sources
- Chollas Creek watershed
- - Paleta and Switzer Creek watersheds
- Runoff directly to the Chollas Creek mouth
- Navy, NASSCO
- Atmospheric deposition to the creek mouth
- Deposition on the watershed and on the Bay
- San Diego Bay
- - tidal inputs
6Watershed Inputs
- Break into two parts
- Use combination of empirical data and wet weather
modeling - TSS, metals, PAHs
- Can we predict changes in loads and
concentrations? - Use empirical data
- Chlorinated hydrocarbons
- Can we detect loads or concentrations?
7Approach to Building a Watershed Model
- Physical data for the model domain
- - watershed delineation, stream properties, land
use, etc. - Calibrate flow and water quality at small
homogeneous land uses - Validate flow and water quality at the end of the
watershed - - cumulative of all land uses
8Data Collection Strategy for Wet Weather
- Physical data largely available
- Use previously collected data for land use
information - - requires certain assumptions
- Collect validation data at the end of each
watershed - requires local data for validation
- Historical data is valuable
- Dynamic models necessitates dynamic water quality
information - - requires multiple samples across the hydrograph
9Modeled Land Uses
- High density residential
- Low density residential
- Industrial
- Commercial
- Agricultural
- Open
10Sampling Design for Wet Weather
- Four sites
- - North and South Fork Chollas, Switzer, Paleta
- Three storms each
- - continuous flow data
- Pollutograph for model validation
- 10 to 12 samples per site event
- TSS, metals, and PAH
- Flow weighted composites for non-modeled
components - - large volume samples for low detection limits
11Insert maps.
12(No Transcript)
13Direct Runoff To The Creek Mouth
- Similar strategy for Navy and NASSCO as for
Chollas Creek - Combination of empirical data and wet weather
modeling - Two choices for TSS, metals, PAHs
- Rely on existing monitoring data
- Collect additional data to support model
- Use empirical data
- Can we detect any chlorinated hydrocarbons?
14Sampling Design for Atmospheric Deposition
- Focus will be deposition onto the water surface
of creek mouth - - Supplement with samplers in the watershed as an
option - One site as close to creek mouth as possible
- Minimum of 12 sample events
- Use surrogate surfaces for metals
- Supplement with atmospheric concentrations for
confirmation - Use high volume samplers for organics
- Supplement with water samples for diffusion
estimates
15Sampling Design for Bay Inputs
- Two options
- Use existing data of bay water quality
- Assume tidal forcing
- Collection of site specific data
- Bay water quality at the boundary condition on
incoming and outgoing tides - Supplement with velocity measurements if desired
16Road Map
- Source question
- Fate and transport
- Prioritization
17Simple Elements of An Estuary Model
- Wet weather
- Stormwater plume growth and dissipation
- Dry weather
- Secondary mixing with tides and tugs
- Particle (and associated CPOCs) dynamics
- Settling
- Diffusion
18Approach To Building An Estuary Model For Wet
Weather
- Physical data
- Geometry, bathymetry, substrate
- Calibration data
- Hydrodynamic, particle, water quality, sediment
quality data - Validation data
- Predict measured conditions based on calibration
exercise
19Data Collection Strategy for Physical Parameters
- Have creek mouth geometry
- Do we have bathymetry?
- Have substrate information
20Data Collection Strategy for Hydrodynamics
- Watershed and tidal forcing
- Surface elevation
- Optional velocity information
- Stormwater plume dynamics
- Horizontal and vertical profiles of salinity,
temp, turbidity - Calibration and validation data sets
- Multiple storm events
21Data Collection Strategy for Particle and Water
Quality
- Particles and water quality in the discharge
- Particle size information
- Stormwater plume dynamics
- Particle size and water quality
- Optional sediment traps
- Calibration and validation data sets
- Multiple storm events
22Special Studies
- Secondary mixing
- Dye studies
- Tug resuspension
- Partition coefficients
- Dissolved and particulate phases in water column
and in sediments - Acid volatile sulfides in sediments
- Other?
23Summarizing