ents arcata urban numerical cbec 081808 gg
TRANSCRIPT
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ENTS Workshop, Humboldt State, August 18, 2008
Numerical Analysis for Urban HydrologyChris Bowles, Ph.D., cbec, inc.
Engineered Natural Treatment Systems Humboldt State University, Arcata, CA
August 19, 2008
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ENTS Workshop, Humboldt State, August 18, 2008
Overview of Presentation
1. Overview of hydrologic models– Rational method– Regional regression/TR55– Spreadsheets– GIS modeling– HEC-HMF, HSPF - BAHM/WWHM
2. Overview of hydraulic models– Simple Manning’s Equation– 1D models - HEC-RAS– 2D models - MIKE 21
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ENTS Workshop, Humboldt State, August 18, 2008
What are hydrology and hydraulics
hy·drol·o·gy [ hī dróllәjee ]
noun Definitions: study of earth's water: the scientific study of the properties, distribution, use, and circulation of the water on Earth and in the atmosphere in all of its forms
hy·drau·lics [ hī dráwliks ] noun Definitions: study of fluids: the study of water or other fluids at rest or in motion, especially with respect to engineering applications ( takes a singular verb )
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ENTS Workshop, Humboldt State, August 18, 2008
Hydrology
Taken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
Hydrology
Taken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
Hydrology
Taken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
HydrologyTaken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
HydrologyTaken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
Hydrology
Taken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
HydrologyTaken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
Hydrology!"#$# %"# $&'( )*#+,!"#$# %"# $&'( )*#+,
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ENTS Workshop, Humboldt State, August 18, 2008
Many Applications of Hydrologic ModelsHydrologic models are useful in
• Regional water supply planning• Managing water quality at basin-scale (e.g.,
TMDLs)• Instream flow protection• Flood hazard management• Permitting use (in/out-of-stream, ground water)
and discharge (wastewater)• Reservoir operations
Each application has specific geographic and temporal scopes and resolutions that influence model structure.
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ENTS Workshop, Humboldt State, August 18, 2008
Application Dictates ApproachHydrologic models span a huge range in:
• output - the information you want, • input - the information you have, • resources needed for development - the
expertise, funding, and time available to construct and calibrate the model, and
• resources needed for maintenance - the expertise and time required to run the model.
Each of these should be considered when selecting an approach
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ENTS Workshop, Humboldt State, August 18, 2008
Types of Hydrologic Models1. Statistical – IHA, regional regression2. Event – SCS curves, unit hydrograph
– Can be the primary runoff algorithm for continuous time-series models (e.g., USDA Soil and Water Assessment Tool, TR-55)
3. Continuous, spatially distributed – PRMS, TOPMODEL, HSPF, VIC2, DHSVM
4. Operational or water management – RESSIM, WEAP21
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ENTS Workshop, Humboldt State, August 18, 2008
Rational Method
• Simple method for estimating runoff response from small watersheds
• Accounts for the following characteristics• Runoff abstraction
and diffusion (C)• Rainfall intensity,
duration, and frequency (I)
• Watershed area (A)
CIAQp =
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ENTS Workshop, Humboldt State, August 18, 2008
Urban Flood Frequency
• USGS National Flood Frequency Program• Peak discharges for rural and urban areas• Flood hydrograph estimation techniques
• Urban peak discharge (nationwide equations)
•UQ10 = urban peak discharge (cfs)• A = watershed area (square miles)• SL = main channel slope (feet/feet)
( ) ( ) ( ) 58.007.030.057.075.115.032.010 101383299.2 RQIABDFSTRISLAUQ −− −++=
• RI2 = 2-hour, 2-year rainfall (inches)• ST = watershed storage (e.g. lakes, wetlands, etc.)• BDF = development factor (e.g. channel mod’s and
linings, storm drains, curb & gutter)• IA = percent imperviousness • RQ10 = equivalent rural peak discharge
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ENTS Workshop, Humboldt State, August 18, 2008
Urban Flood Frequency (cont’d)
• Rural peak discharge (state/region equations)Example, 10-year, North Coast RegionUse gage data when available (area w/in 50 to
150%)
RQ10 = rural peak discharge (cfs)A = watershed area (square miles)P = mean annual precipitation (inches)H = altitude index (thousands of feet)
27.093.088.021.610 −= HPARQ( ) 88.0gagedungagedgagedungaged AAQQ =
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ENTS Workshop, Humboldt State, August 18, 2008
TR55 Method
• NRCS simplified procedures for small to midsize urban watersheds to calculate:• Peak discharges• Flood hydrographs• Stormwater storage volumes
• Two main procedures• Graphical for peak discharges (tc: 0.1 to
10.0 hrs)• Tabular for flood hydrographs (tc: 0.1 to 2.0
hrs)
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ENTS Workshop, Humboldt State, August 18, 2008
TR55 Method (cont’d)• Watershed inputs
• Composite CN• Travel time• Storm type• Peak discharge• P2 = 24 hour, 2-year rainfall depth • Qp = peak discharge (cfs)• Qu = unit discharge• A = watershed area• Q = 24-hour, n-year rainfall depth• F = surface storage correction factor
( )4.05.0
2
8.0007.0SPnLtc =
AQFqQ up =
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ENTS Workshop, Humboldt State, August 18, 2008
Curve Runoff Number Method
• NRCS empirical method for rainfall abstraction• Potential storage (S) related to a curve
number (CN)• Effective rainfall producing runoff• Q = effective rainfall (inches)• P = rainfall at time t (inches)• S = storage (inches)• Ia = initial abstraction (typ. 0.2 times S)
( ) ( )( )( )( )IaStP
IatPtQ−+
−=
2
101000−=
CNS
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ENTS Workshop, Humboldt State, August 18, 2008
Curve Runoff Number Method (cont’d)
• CN is a function of soil type, land use, imperviousness, and antecedent moisture
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ENTS Workshop, Humboldt State, August 18, 2008
Curve Runoff Number Method (cont’d)
Elevation
Land Use
HydrologicSoil Type
Curve Number
Images courtesy of PWA
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ENTS Workshop, Humboldt State, August 18, 2008
Curve Runoff Number Method (cont’d)
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ENTS Workshop, Humboldt State, August 18, 2008
Useful Web Siteshttp://www.lmnoeng.com/Hydrology/hydrology.htm
8/18/08 10:38 AMHydrologic calculation for storm runoff discharge and curve numbers for watersheds
Page 1 of 7http://www.lmnoeng.com/Hydrology/hydrology.htm
SCS TR-55 Peak
Discharge and
Runoff Calculator
Hydrologic calculations for Peak Discharge, Runoff Depth,
Runoff Curve Number, Time of Concentration, and Travel
Times
Based on the USA Soil Conservation Service publication TR-55 (1986):Urban Hydrology for Small Watersheds
To: Precipitation maps for 24-hr duration storms in USA
Detention Basin Volume Calculation Other Time of Concentration Equations Rational Equation for Peak Discharge Unit Conversions
LMNO Engineering home page Trouble printing? Register
Topics on this page: Introduction Equations Runoff Curve Numbers Error Messages References
Register to enable "Calculate" button
Flow (and Channel) Len…Travel Time Information
0.0Curve Number for Region 5, CN5:
0.0Area of Region 5, A5 (mi!): Region 5:
0.0Curve Number for Region 4, CN4:
0.0Area of Region 4, A4 (mi!): Region 4:
0.0Curve Number for Region 3, CN3:
0.0Area of Region 3, A3 (mi!): Region 3:
98.0Curve Number for Region 2, CN2:
0.1Area of Region 2, A2 (mi!): Region 2:
70.0Curve Number for Region 1, CN1:
0.5Area of Region 1, A1 (mi!): Region 1:
Curve Number Information
0.0Ponds, Swamps (% of Total Area):Precipitation (and Runo…
4.5Precipitation, P (inch):Rainfall Distribution Ty…
INPUTS
Will be computedTime of Concentration, Tc (hr):Time of Conc., Travel T…
Will be computedOverall Curve Number, CN:Area in mile!
Will be computedTotal Watershed Area, A (mi!):Select Units:
Enter these three quantities: INPUTS OR OUTPUTS
Will be computedInitial Abstraction, Ia (inch): http://www.LMNOeng.com
Will be computedPond and Swamp Factor, Fp:Research, and Software, Ltd.
Will be computedUnit Peak Disch., Qu (cfs/mi!-inch):© 1999 LMNO Engineering,
Will be computedRuno", Q (inch):Peak Discharge in cfs o…
Will be computedPeak Discharge, Qp (ft#/s or cfs): OUTPUTS
Click to Calculate Not registered user Reset Inputs to 0.0
8/18/08 10:38 AMHydrologic calculation for storm runoff discharge and curve numbers for watersheds
Page 2 of 7http://www.lmnoeng.com/Hydrology/hydrology.htm
Will be computedTravel Time, Tt (hr):
0.0010Water Surface Slope, S (ft/ft):
900.0Channel Length, L (ft):Channel Dimensions in ft
0.03Manning n for Channel Flow:Natural Stream: Clean, …
0.5Channel Depth, y (ft):Trapezoidal Open Channel
6.0Channel Top Width, T (ft):Select Geometry, Material, Units
3.0Side Slope, z (Horiz/Vert in decimal):Channel Flow:
Will be computedTravel Time, Tt (hr):Unpaved
0.0020Surface Slope, S (ft/ft):Select Paved or Unpaved
600.0Flow Length, L (ft):Shallow Concentrated Flow:
Will be computedTravel Time, Tt (hr):
0.0050Surface Slope, S (ft/ft):
0.4Manning n for Sheet Flow:Woods: Light underbrush
2.52-yr, 24-hr Rainfall, P2 (inch):Select Ground Cover
200.0Flow Length, L (ft):Sheet Flow:
Flow (and Channel) Len…Travel Time Information
Introduction Top of PageThe USA Soil Conservation Service (now called the Natural Resources Conservation Service), division ofthe USDA (USA Department of Agriculture) has worked for decades developing equations and conductingexperiments to determine reliable models for predicting peak discharge from storm events. Relying uponextensive research, Technical Release 55 (TR-55: SCS, 1986) presents a methodical and reliable approachto predicting peak discharge due to a 24-hr storm event. (This web page uses TR-55 and SCS (1986)interchangeably; they are the same document.) TR-55 is valid for watersheds that have a time ofconcentration from 0.1 to 10 hr. Such watersheds are considered small. Our calculation uses the equationsand graphs (coded into equations) in TR-55 chapters 1 thru 4 to solve for peak discharge. Chapter 5 (titledTabular Hydrograph Method) also solves for peak discharge but models more complicated watersheds -watersheds that have several main channels requiring channel hydrograph routing techniques. Hydrographrouting software is more suitable for stand-alone computer programs rather than for programs that run fromthe world wide web.
Though the TR-55 document mentions specific units (all English) for its equations, our calculation allows avariety of input and output units (English and metric). We have tried to make the calculation useful for theinternational community. Unfortunately, TR-55 only presents rainfall distribution maps for the USA. Therefore, non-USA users need to determine whether a typical 24-hr rainfall resembles a Type I, IA, II, orIII distribution and determine 24-hr rainfalls from local sources. Our calculation was written in doubleprecision using the Java computer language.
Equations (SCS, 1986) Top of PageTR-55 specifies units for its equations. Our calculation allows you to use other units that may be moreconvenient. Peak discharge, runoff depth, initial abstraction, unit peak discharge, and pond/swamp factorare computed as follows:
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ENTS Workshop, Humboldt State, August 18, 2008
Useful Web Siteshttp://rational.sdsu.edu/onlinecurvenumber.php
8/18/08 10:41 AMRunoff calculation based on curve number, Victor Miguel Ponce, San Diego State University
Page 1 of 2http://rational.sdsu.edu/onlinecurvenumber.php
online_curvenumber: Runoff based on NRCS curve number
Formula
Q =
f(P,CN)
References
Ponce, V. M.,1989.
EngineeringHydrology,Principles
andPractices,
Prentice Hall,pages 156-
158.
♦ ♦ ♦
Runoff curvenumber: Has
it reachedmaturity?
INPUT DATA:
Watershed (optional):
Units:
SI (metric)
U.S. Customary
(SI units) [U.S. units]
Event precipitation P (cm) [in]:
Curve number CN:
OUTPUT:
Please enter inputdataand press'Calculate'.
⇐ ⇐ ⇐
Calculate Reset
Your request was processed at 10:41:33 am on August 18th, 2008 [080818 10:41:33 ].
8/18/08 10:41 AMRunoff calculation based on curve number, Victor Miguel Ponce, San Diego State University
Page 2 of 2http://rational.sdsu.edu/onlinecurvenumber.php
Thank you for running online_curvenumber. Please call again. [080321]
online calc
normaldepth
criticaldepth
discharge inculvert
critical slopesequentdepth HJ
energy loss HJ
dischargesluice
dischargeweir
dischargechannel
initial sequentHJ
criticalconstriction
efficiency HJ
M1wsprofile
M2wsprofile
M3 wsprofile S1 wsprofile S2 wsprofile S3 wsprofile
C1wsprofile
H2wsprofile
A2 wsprofile C3 wsprofile H3 wsprofile A3 wsprofile
tractive forceogee
spillwayHazen-Williams
creager rational slope-area linear reservoirstorage
indication 1storage
indication 2
MuskingumMuskingum-
Cungetime-area Clark UH cascade of linear reservoirs
Blaney-Criddle
PenmanPenman-Monteith
Thornthwaite Priestley-Taylor
Gumbel Gumbel 2 Log Pearson Log Pearson 2TR-55
graphicalconvolution
S-hydrograph
curvenumber
time of concentration
hyperbolic regressionone-
predictorlinear
one-predictornonlinear
two-predictor
linear
two-predictornonlinear
USLEDendy-Bolton
Shields Duboys Colbyreservoir
design life
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ENTS Workshop, Humboldt State, August 18, 2008
It’s OK to fall to sleep...
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ENTS Workshop, Humboldt State, August 18, 2008
Spreadsheet Methods
Example from Greg Gearheart
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ENTS Workshop, Humboldt State, August 18, 2008
GIS Methods - Stream Susceptibility Mapping
Tier 1- Susceptibility map. Specific stream power (effective discharge x stream slope) to map areas of high stream erosion potential.
Tier 2 - Conduct rapid geomorphic assessments for selected areas that were screened as high and low erosion potential in Tier 1.
Tier 3 - Identify key geomorphic thresholds (e.g., relationship between channel slope, median particle size, and drainage area for stable and unstable channels, critical bank heights in various channel materials, channel response to changes in flow and sediment supply, etc) from comparison of stable and unstable channels.
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ENTS Workshop, Humboldt State, August 18, 2008
Stream Susceptibility Mapping
Nh = Sex / SeqSeq = a*(d50/A)^b where a ranges from 0.007 to 0.010, d50 is 0.5 mm (typical sand value considering the soils; applied uniformly), A is area in km^2, and be is 0.6
Per Hack's relationship:
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ENTS Workshop, Humboldt State, August 18, 2008
Stream Susceptibility MappingPer Streampower:
StmPowerW = SW*(Q/B)*S [Watts/m^2]
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ENTS Workshop, Humboldt State, August 18, 2008
Erodibility Mapping
StmPowerW = SW*(Q/B)*S [Watts/m^2]
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ENTS Workshop, Humboldt State, August 18, 2008
Management Strategy Table
CEM Type
Hydraulic Stability Number
Bank Stability Number
Management Strategies
I 1 <1 None needed
I & II >1 <1 Grade control, local bank stabilization may be necessary to protect structures, riparian habitat as equilibrium slope is re-established
III >1 >1 Grade control and local bank stabilization to protect structures and riparian habitat or flow duration control
III & IV <1 >1 Bank stabilization with grade control emplacement or flow duration control
IV & V <1 <1 Local bank stabilization and habitat enhancement features
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ENTS Workshop, Humboldt State, August 18, 2008
HEC-Hydrologic Modeling System
HMS – designed to simulate rainfall-runoff processes in denditric watershed systems
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ENTS Workshop, Humboldt State, August 18, 2008
Continuous Simulation Modeling1. Simulates long-term
response of a watershed to rainfall
2. Inputs: Long-term rainfall & evaporation records; data on landform, land cover, soil properties
3. Outputs: Time series of runoff flows; accounting of water balance; storage/flows in pipes and other facilities
4. Requires calibration of parameters to match existing flow data
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ENTS Workshop, Humboldt State, August 18, 2008
Advantages of Continuous Simulation Models
1. Ability to determine antecedent conditions (e.g., soil moisture, ground water table, surface storage, etc.)
2. Ability to generate a long term flow record for statistical analyses
3. Ability to more explicitly represent interactions of surface runoff with inflow and groundwater
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ENTS Workshop, Humboldt State, August 18, 2008
Often Used for Evaluating Hydromod Requirements
1. Generate pre- vs. post-project flow duration curves using hydrologic model
2. Continuous simulation required3. Most widely used models in U.S.:
– EPA HSPF - WWHM, BAHM– EPA SWMM– USACE - HEC-HMS
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ENTS Workshop, Humboldt State, August 18, 2008
Bay Area Hydrology Model
1. Tool to size flow control facilities to meet hydromodification requirements
2. Developed based on the Western Washington Hydrology Model and HSPF
3. Jointly funded by the Santa Clara, Alameda, and San Mateo countywide stormwater programs
4. Calibration to local watersheds
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ENTS Workshop, Humboldt State, August 18, 2008
Bay Area Hydrology Model
Features:1. Has user-friendly
interface to HSPF2.Loads appropriate
parameters based on project location
3. Uses long-term local rainfall records
4. Simulated pre- and post-project hydrology and automatically sizes a facility to match pre- and post-project flow duration curves
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ENTS Workshop, Humboldt State, August 18, 2008
Bay Area Hydrology Model
Project Data Input Screen(Pre- and Post-Project
Flow Control Facility Input Screen
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ENTS Workshop, Humboldt State, August 18, 2008
Bay Area Hydrology Model
Can Represent the following LID BMPs:
• Permeable Pavement• Dispersion• Green Roof• Rainwater Harvesting• Rain Garden• In-Ground (Infiltration)
Planter
• Flow-Through Planter• Bioretention Area• Vegetated or Grassy
(Dry) Swale• Dry Well• Infiltration Trench• Infiltration Basin/Pond
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ENTS Workshop, Humboldt State, August 18, 2008
Bay Area Hydrology Model
The BAHM provides:• An easier, standardized
way to do continuous simulation modeling
• A means to compute flow control benefits of site design and treatment measures
• Standardized reporting to assist municipal staff in design review
Output Screen
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ENTS Workshop, Humboldt State, August 18, 2008
Flow Duration Control Approaches
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ENTS Workshop, Humboldt State, August 18, 2008
Sizing Factor Approach for Flow Control
• Contra Costa Clean Water Program developed combined treatments and flow control sizing factors for IMPs
• Used HSPF models to simulate runoff for 30 years from hypothetical 1-acre site (undeveloped and completely impervious) to each IMP
• Factors reflect minimum size of IMP that matches pre-project flow duration Opening Screen: Project
Information
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ENTS Workshop, Humboldt State, August 18, 2008
Sizing Factor Approach for Flow Control
IMP-Specific Sizing Information
IMP Types
• In-Ground (Infiltration) Planter
• Flow-Through Planter• Bioretention Area
• Vegetated or Grassy (Dry) Swale
• Dry Well• Infiltration Trench
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ENTS Workshop, Humboldt State, August 18, 2008
Contra Costa - Integrated Management Practices (IMP)
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ENTS Workshop, Humboldt State, August 18, 2008
Overview of Hydraulic Models
• Various dimensions of numerical modeling
• Applicability of models for different scenarios: hydraulic, temperature, sediment transport, water quality
• Relative costs (numerical and financial)
• Relative limitations of models of different dimensions (0-D, 1-D, 2-D and 3-D)
• Criteria for the selection of suitable models
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ENTS Workshop, Humboldt State, August 18, 2008
And now for the intuitively obvious...
∂∂
+
∂∂
+
+
−
∂∂
=
∂∂
+
∂∂
i
j
T
j
i
T
ij
j
j
i
ji
xU
xU
kP
x
xU
Ut
U
ν
νδ
ρ
32
1
G.G. Stokes1819-1903
C.L.M.H. Navier1785-1836
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ENTS Workshop, Humboldt State, August 18, 2008
Hydraulics
Taken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
Hydraulics
Taken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
What can we do with a hydraulic model
Define Existing Conditions – sediment transport, velocity, water surface elevation, temperature, water quality
Detailed Design – channel shape, longitudinal profile, morphological and hydraulic diversity, sustainability
Stability Assessments – bed, bank, allowable velocities, allowable shear stress, sediment yield and transport
Predict morphologic evolution
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ENTS Workshop, Humboldt State, August 18, 2008
What can’t we do with a hydraulic model
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ENTS Workshop, Humboldt State, August 18, 2008
Which dimension for which job?
Muddling Through Modeling - An Introduction to Fluvial Hydraulic
Modeling Applications for Non-Engineers – February 2005
WHICH DIMENSION FOR WHICH JOB?– Large scale flood
analyses (reaches on
the scale of miles)
– Sediment transport,
water quality modeling
at the reach scale
– Morphological
modeling
– Floodplain modeling
– Flow around
structures (obstacles
such as groins, ELJs,
etc)
1D
3D
2D
Degre
e o
f Appro
xim
atio
n
_
+
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ENTS Workshop, Humboldt State, August 18, 2008
Which dimension for which job?
Muddling Through Modeling - An Introduction to Fluvial Hydraulic
Modeling Applications for Non-Engineers – February 2005
WHICH DIMENSION FOR WHICH JOB?
1D Steady State
3D
1D Dynamic/Unsteady State
1D Looped/Unsteady
2D
Increasing time
Increasing cost
Increasing data requirements
0D (Mass Balance)Choose the most
appropriate tool to
answer the questions…
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ENTS Workshop, Humboldt State, August 18, 2008
Range of models
Muddling Through Modeling - An Introduction to Fluvial Hydraulic
Modeling Applications for Non-Engineers – February 2005
Range of Models
Advection-Dispersion
Water Quality
Sediment Transport
BOD + DO + N
Eutrophication
Heavy Metals
Non cohesive Sediment Transport
Cohesive Sediments Transport
Morphology
Hydrodynamic
Rainfall Runoff
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ENTS Workshop, Humboldt State, August 18, 2008
Data Requirements• Availability of data important in
selection of model• No point applying complex 3D if only
cross section information is spaced at one mile intervals and is 10 years old!
• Should be sufficient data to:• Understand recent historic evolution of
channel• Calibrate model based on recent
hydrologic event• Validate performance of model based on
independent hydrologic event• Verify predictions of model using post
project data• Confirm long term viability of project by
establishing long term monitoring program
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ENTS Workshop, Humboldt State, August 18, 2008
Calibration & ValidationMIKE11 Calibration
1260.5
1261.0
1261.5
1262.0
1262.5
1263.0
Mar-91 Sep-91 Apr-92 Oct-92 May-93 Nov-93 Jun-94 Jan-95 Jul-95 Feb-96 Aug-96 Mar-97 Sep-97 Apr-98
Date
WSL
[m]
Rattlesnake Point - Measured
MIKE11 HD - Simulated
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ENTS Workshop, Humboldt State, August 18, 2008
The process of modeling
• Model specification• Data assembly and
verification• Model building• Model calibration and
validation• Sensitivity testing• Model application to
generate the required outputs
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ENTS Workshop, Humboldt State, August 18, 2008
Representation of physical processes
•Included explicitly through physically based equations – basic laws of fluid motion
• Included as parameterized relationships for empirical (or semi-theoretical) representations where dimensionality or grid resolution restricts explicitly representation
• With model dimensionality and grid resolution increases then more physical processes can be represented explicitly rather than by empirical relationships
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ENTS Workshop, Humboldt State, August 18, 2008
Representation of physical processes
Muddling Through Modeling - An Introduction to Fluvial Hydraulic
Modeling Applications for Non-Engineers – February 2005
SUMMARY OF GOVERNING EQUATIONS
••1-D Steady
(BW curve)
••1-D Steady
(Flood routing)
••1-D Unsteady
••••3-D
•••2-D
•0-D
Conserv. of
Momentum
(x, y, & z
directions)
Conserv. of
Momentum
(x & y
directions)
Conserv. of
Momentum
(x
direction)
Conserv.
of Energy
Conserv. of
Mass (aka
Continuity)
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ENTS Workshop, Humboldt State, August 18, 2008
Relative Cost (Financial & Computational)
Muddling Through Modeling - An Introduction to Fluvial Hydraulic
Modeling Applications for Non-Engineers – February 2005
RELATIVE COSTS – Financial & Numeric
MIKE 3, CCHE3D,CH3D, Trim3D,SSIIM, Telemac,TriVAST, Fluent
MIKE 21,SMS(RMA), River
2D, CCHE2DTelemac, DIVAST
HEC-RAS, MIKE11, ISIS, RMA
HEC-RAS, Excel,HEC-1, HEC-6
Excel, MATLab
Examples
Detailed modeling of flowstructures
Weeks tomonths
ResearchLES, DNS
Hydrodynamic modelingHours toweeks
$0 –$100,000
3D
Hydrodynamic modeling,sed. transp., water quality
Minutes todays
$0 –30,000
2D
Hydrodynamic modeling,sed. transp., water quality
Minutes tohours
$0 -$5,000
1DUnsteady
Backwater modeling,standard step, hydrology,
sed. transp.
Minutes$01D Steady
Spreadsheet programming,simple hydraulics,
hydrology, sed. transp., etc
Seconds tominutes
$0 - $1000D
ApplicationNumericalCost
$ CostDimension
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ENTS Workshop, Humboldt State, August 18, 2008
2D Example
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ENTS Workshop, Humboldt State, August 18, 2008
3D Modeling
Taken from Stream Corridor RestorationFederal Interagency Stream Restoration Working GroupOctober 1998
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ENTS Workshop, Humboldt State, August 18, 2008
And Remember...
“All models are wrong; some are useful.”
W. Edwards Deming
“It is better to be roughly right than precisely wrong.”
John Maynard Keynes
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ENTS Workshop, Humboldt State, August 18, 2008
Story of hope...
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ENTS Workshop, Humboldt State, August 18, 2008
Useful References
• SCVURPPP HMP:www.scvurppp.org
• Bay Area Hydrology Model:http://www.bayareahydrologymodel.org/
• Contra Costa IMP Sizing Tool:http://www.cccleanwater.org/new-developmentc3/stormwater-c3-guidebook/
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ENTS Workshop, Humboldt State, August 18, 2008
Acknowledgements
• Eric Berntsen, SWRCB.• Chris Campbell, cbec, inc.• Ron Bottorff, Friends of Santa Clara River.• Jill Bicknell, EOA, Inc.• Peter Goodwin (U Idaho), Andy Ward (Ohio
State), Jeff Opperman (TNC), Jeff Mount, Peter Moyle, Katrina Schneider (SYRCL), Roman Loranc (photographer).
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ENTS Workshop, Humboldt State, August 18, 2008
Questions?
Dr. Chris [email protected]
(916) 570-2502(916) 243-8290