1 DHM: Operational Distributed Hydrologic Model Lecture 5 DHM/HL-RDHM Workshop ABRFC June 5 -7, 2007 Lee Cajina OHD/HL Hydrologic Software Engineering.

Slides:



Advertisements
Similar presentations
Hydrologic Modeling with HEC-HMS
Advertisements

Wallingford Software What’s New in InfoWorks CS v8.5 Andrew Walker.
NWS Calibration Workshop, LMRFC March 2009 Slide 1 Calibration of Local Areas 1 2 Headwater basin Local area.
1 OBJECTIVES To generate a web-based system enables to assemble model configurations. to submit these configurations on different.
Antamina Mine Water Management Model Alan Keizur Golder Associates Roberto Manrique Arce Compañia Minera Antamina User Conference 2006 Background The Antamina.
Generating Quantitative Precipitation Forecasts for River Modeling
Kinematic Routing Model and its Parameters Definition.
Using 925 mb Temperatures to Improve Operational River Forecasts Ronald S. W. Horwood Meteorologist National Weather Service Northeast River Forecast Center.
WinTR-20 Project Formulation Hydrology Computer Program
SQL Reporting Services Overview SSRS includes all the development and management pieces necessary to publish end user reports in  HTML  PDF 
Colorado Basin River Forecast Center Water Supply Forecasting Method Michelle Stokes Hydrologist in Charge Colorado Basin River Forecast Center April 28,
Calibration Mike Smith, Victor Koren, Zhengtao Cui, Seann Reed, Fekadu Moreda DOH Science Conference July 17, 2008.
1 Calibration of HL-RDHM Lecture 4b. 2 Calibration of SAC Parameters with Scalar Multipliers Use of scalar multipliers (assumed to be uniform over a basin)
WinTR-20 Project Formulation Hydrology Computer Program Basic Input and Output Presented by: WinTR-20 Development Team.
WinTR-20 Project Formulation Hydrology Computer Program Basic Input and Output Presented by: WinTR-20 Development Team.
(date, event info here?)‏ SHARP Mark Love / Hydrologist / SERFC Supplemental Hydro- Analysis & Response Program July2007.
KINEROS (KINematic runoff and EROSion model) Michael Schaffner Senior Service Hydrologist NOAA National Weather Service WFO Binghamton, NY Eastern Region.
National Weather Service River Forecast System Model Calibration Fritz Fiedler Hydromet 00-3 Tuesday, 23 May East Prospect Road, Suite 1 Fort.
LMRFC GIS Activities Currently generate ~ 4,500 web graphics daily via ArcView 3.1 Avenue and ArcGIS standalone VB and ArcGIS VBA scripts. Used to support.
1 CHPS National Weather Service/ABRFC Implementation of Community Hydrologic Prediction System (CHPS)
FTP Client Application CSC 8560 Brian Jorgage 4/27/2004.
Streamflow Predictability Tom Hopson. Conduct Idealized Predictability Experiments Document relative importance of uncertainties in basin initial conditions.
Building a model step by step. MIKE 11 requires information on : Catchment data (Surface- root- and groundwater zones). River Network i.e. Branches; Nodes;
Preliminary Applications of the HL-RDHM within the Colorado Basin River Forecast Center Ed Clark, Hydrologist Presented July 26 th, 2007 as part of the.
1 James Brown An introduction to verifying probability forecasts RFC Verification Workshop.
Registering GMS Related Components with FRAMES Registering GMS Related Components with FRAMES Groundwater Modeling System RT3D and MT3DMS FRAMES-2.0 Workshop.
WinTR-20 Data Converter May WinTR-20 Project Formulation Hydrology Converting Old TR-20 Input Files to New WinTR-20 Format Presented by: WinTR-20.
WinTR-20 Project Formulation Hydrology Computer Program Overview Presented by: WinTR-20 Development Team.
National Weather Service - Southeast River Forecast Center Southeast River Forecast Center North Florida Visit July 17-20, 2006 Southeast River Forecast.
NWS FLDWAV ANALYSIS TOOL
1 Calibration of Watershed Models Why calibrate? –OFS: short term forecasts –ESP: no run time mods –Learn model and hydrology –Good training for forecasting.
Application of GIS and Terrain Analysis to Watershed Model Calibration for the CHIA Project Sam Lamont Robert Eli Jerald Fletcher.
1 HL-RDHM, STAT_Q, XDMS Overview and General Features Lecture 3.
WinTR-20 Project Formulation Hydrology Computer Program Overview Presented by: WinTR-20 Development Team.
Overview of the Colorado Basin River Forecast Center Lisa Holts.
FLDWAV to HEC-RAS Transition Software Development (HEC-RAS into CHPS) Science and Modeling –Develop and evaluate model transition procedures –Build HEC-RAS.
1 Archiving Requirements – Current Requirements A. Juliann Meyer Sr. Hydrologist – Data Systems Missouri Basin River Forecast Center and RAXUM Team Leader.
Variational Assimilation (VAR) Presented by: Jerry Nunn Hydrologist In Charge West Gulf River Forecast Center October 28, 2003.
1 Mike Smith OHD/HL Hydrologic Science and Modeling Branch Introduction Lecture 1 DHM/HL-RDHM Workshop ABRFC June 7, 2007.
Graphical Enablement In this presentation… –What is graphical enablement? –Introduction to newlook dialogs and tools used to graphical enable System i.
NOAA National Weather Service Missouri River Forecaster’s Meeting Kansas City, Missouri November 2010 Ross Wolford Senior Operations Hydrologist Missouri.
Logistical Verification Forecast Services in IHFS Mary Mullusky RFC Verification Workshop, August
Page 1 Printing & Terminal Services Lecture 8 Hassan Shuja 11/16/2004.
Elementary HEC-HMS Model
Preliminary Applications of the HL-RDHM within the Colorado Basin River Forecast Center Ed Clark, Hydrologist Presented July 26 th, 2007 as part of the.
LMRFC March, 2009 Calibration at Finer Time and Space Scales.
CE 3354 Engineering Hydrology
Fritz Fiedler Calibration 2290 East Prospect Road, Suite 1 Fort Collins, Colorado National Weather Service River Forecast System Cooperative Program.
Hydrologic Model Review
NWRFC CHPS Forcing Study Goal of Forcings Study Compare the current operational process with the calibration Mean Areal Precipitation (MAP). Create a historical.
1 Estimating Empirical Unit Hydrographs (and More) Using AB_OPT LMRFC Calibration Workshop March 10-13, 2009.
1 januari 2008 RIBASIM input data by Wil N.M. van der Krogt.
Regional Flood Awareness Workshop December 3, 2009 Jeff Graschel Service Coordination Hydrologist Lower Mississippi River Forecast Center.
TRANSITION FROM LUMPED TO DISTRIBUTED SYSTEMS Victor Koren, Michael Smith, Seann Reed, Ziya Zhang NOAA/NWS/OHD/HL, Silver Spring, MD.
CHPS-XEFS Ensemble Pre- Processing (EPP) Update Prepared by DJ Seo Feb 23,
Soil type Vegetation type / Forest density Land Use Fire activity Slopes Support NWS Flash Flood Warning Program: Development of Flash Flood Potential.
Comparisons of Simulation Results Using the NWS Hydrology Laboratory's Research Modeling System (HL-RMS) Hydrology Laboratory Office of Hydrologic Development.
Overview of CBRFC Flood Operations Arizona WFOs – May 19, 2011 Kevin Werner, SCH.
Active-HDL Server Farm Course 11. All materials updated on: September 30, 2004 Outline 1.Introduction 2.Advantages 3.Requirements 4.Installation 5.Architecture.
Modeling of a Watershed Basic Calibration Workshop LMRFC March 10-13, 2009 slide 1.
National Weather Service River Forecast System (NWSRFS) Interactive Forecast Program (IFP) CBRFC Open House August 18, 2010.
1 Overland and Channel Routing in the Distributed Model Lecture 4a Yu Zhang.
WATER RESOURCES DEPARTMENT
Basic Hydrology & Hydraulics: DES 601
BUILDING AND RUNNING THE HYDROLOGICAL MODEL
Routing-Hydrologic and Hydraulic
HEC-HMS Simulation Adding a detention pond at the outlet
Overview of Models & Modeling Concepts
HEC-HMS Runoff Computation Modeling Direct Runoff with HEC-HMS Empirical models Empirical models - traditional UH models - traditional UH models - a.
Overview of HEC Data Storage System (HEC DSS)
Presentation transcript:

1 DHM: Operational Distributed Hydrologic Model Lecture 5 DHM/HL-RDHM Workshop ABRFC June 5 -7, 2007 Lee Cajina OHD/HL Hydrologic Software Engineering Branch

2 Background Goal – Port the RDHM features ready for operations into AWIPS DHM in OB7.2 (At RFCs) –Executes coupled SAC-SMA and Kinematic Routing grid-based model in NWSRFS batch (OFS/FCST) and GUI (IFP) modes (Only Rating Curve Kinematic Routing Method) –Displays the outlet hydrograph in IFP –Can use the DHM hydrograph as input to other NWSRFS operations and/or segments –Generates state grids as part of NWSRFS carryover runs for continuous modeling –Generate grids for viewing in D2D (netCdf files) Channel flow [cfs] Sac and Routing states –Generate grids for viewing in XDMS (xmrg-like files) Channel flow [cms] Sac and Routing states Parameters Pet –Can use QPF xmrg grids for forecast period –Some glitches when running through IFP (disk space and speed) –No automated tool for moving from RDHM to DHM –Limited modeling of downstream basins (only 1 inflow)

3 Background DHM in OB8.1 (At RFC Beta Sites) –Minor change to determine RFC boundary using rfc coord file (consistent with other OHD applications) –IFP glitches mostly fixed DHM in OB8.2 (Regular Deployment Jan 2008) –Performance improvement - DHM now runs faster –IFP glitches with disk space and speed fixed –Automated tool to transition from RDHM to DHM (DHMGSE) –More complete modeling of downstream basins (up to 5 inflows) –Precipitation and Sac State scalar multiplier modifications (mods) –Grid output while running IFP at user requested times (for viewing in XDMS not D2D) Channel flow [cms] Sac and Routing states Total Runoff [mm] DHM in OB8.3 (~ Jun 2008) –TBD

4 Transitioning From RDHM to DHM Two Main Steps –Define DHM-OP(s) in existing or new segment definitions (using NWSRFS-fcinit) –Convert RDHM calibration data into operational DHM data (using DHM Grid Scalar Editor New )

5 DHM-OP ( NWSRFS Operation) Headwater Segments DHM-OP operationID OUTLET: timeSeriesId SQIN 1 basinId DHM-OP – identifier for new DHM operation operationId - 8 character id for operation; just like all other NWSRFS operations OUTLET: - DHM-OP keyword used to denote the outlet time series timeSeriesId – 8 character id for time series used to store outlet hydrograph; must be defined in DEF-TS portion of segment definition SQIN – data type of outlet hydrograph (must be SQIN) 1 – time interval in hour for outlet hydrograph (must be 1) basinId – 8 character id of basin modeled by this DHM-OP; must be an id in Connnectivity file Downstream Segments DHM-OP operationId INFLOW: upTimeSeriesId SQIN 1 upBasinId OUTLET: timeSeriesId SQIN 1 basinId INFLOW: - keyword used to denote an upstream inflow for current basin –Can have up to 5 INFLOW: lines –Data type can be SQIN or QINE –Time interval must be 1 hour –upBasinId must be defined in Connectivity file –upTimeSeriresId must be defined in DEF-TS portion of segment definition Rest is the same * Definition is free format and order of INFLOW and OUTLET lines does not matter

6 Headwater and Downstream DHM-OP BASINA SegmentA DEF-TS BASINA SQIN 1 OUTPUT FPDB BASINA SQIN DESCRIPTION LINE BASINA QINE 1 OUTPUT FPDB BASINA SQIN DESCRIPTION LINE END DHM-OP BASINA OUTLET: BASINA SQIN 1 BASINA ADJUST-Q BLASE BLANTYRE BLASE QIN 6 BLASE SQIN 6 BLASE QINE 6 1 STOP SegmentB DEF-TS BASINB SQIN 1 OUTPUT FPDB BASINB SQIN DESCRIPTION LINE BASINA QINE 1 INPUT FPDB BASINA QINE END DHM-OP BASINA OUTLET: BASINB SQIN 1 BASINB INFLOW: BASINA QINE 1 BASINA STOP Headwater Segment A feeds DHM-OP in Downstream Segment B With 1 Adjusted flow (QINE). Only local area modeled. BASINB Time series produced by DHM-OP adjusted for passing downstream

7 Multiple Inflows for Downstream DHM-OP BASINABASINB BASINC SEGMENTA. DEF-TS BASINA SQIN 1 OUTPUT FPDB BASINA SQIN DESCRIPTION LINE END DHM-OP BASINA OUTLET: BASINA SQIN 1 BASINA STOP SegmentC. DEF-TS BASINC SQIN 1 OUTPUT FPDB BASINC SQIN DESCRIPTION LINE BASINB SQIN 1 INPUT FPDB BASINB SQIN BASINA SQIN 1 INPUT FPDB BASINA SQIN END DHM-OP BASINA OUTLET: BASINC SQIN 1 BASINC INFLOW: BASINA SQIN 1 BASINA INFLOW: BASINB SQIN 1 BASINB STOP Headwater Segments A and B Feed Downstream Segment C with Simulated Flows – SQIN* * can use QINE also SEGMENTB just like SEGMENTA

8 Using DHM-OP with Lumped Operations BASINABASINB BASINC UpstreamSegment DEF-TS BASINA SQIN 1 OUTPUT FPDB BASINA SQIN DESCRIPTION LINE BASINB SQIN 1 OUTPUT FPDB BASINB SQIN DESCRIPTION LINE END DHM-OP BASINA OUTLET: BASINA SQIN 1 BASINA DHM-OP BASINB OUTLET: BASINB SQIN 1 BASINB STOP DownstreamSegment DEF-TS BASINB SQIN 1 INPUT FPDB BASINB SQIN BASINA SQIN 1 INPUT FPDB BASINA SQIN END SOME_LUMPED_MODEL (e.g. LAG/K) STOP DHM-OPs feeding an existing Lumped downstream Segment

9 Multiple Downstream DHM-OPs BASINA DEF-TS BASINB SQIN 1 OUTPUT FPDB BASINB SQIN DESCRIPTION LINE BASINA QINE 1 INPUT FPDB BASINA QINE END DHM-OP BASINA OUTLET: BASINB SQIN 1 BASINB INFLOW: BASINA QINE 1 BASINA DHM-OP BASINB OUTLET: BASINB SQIN 1 BASINB STOP Downstream BASINB modeled using multiple DHM-Ops (with and without upstream flow) without – produces just local flow with – produces total flow BASINB * Note: 1 grid created for the entire RFC; when Modeling the same basin multiple times, the values In the grid will show results from the last DHM-OP

10 Converting RDHM Calibrations into DHM Data DHM Grid Scalar Editor (DHMGSE): 1.Converts RDHM grids and scalars into operational DHM grids Can initialize scalars from an existing RDHM input file Allows for multiplier and constant scalars (also % for SAC-SMA states) 2.Ensures the latest Connectivity file is available for DHM

11 RDHM calibrations  DHM dataset DHM input data organized under directory pointed to by $dhm_data_dir token –parameters (directory) grids include scalar adjustments SAC-SMA and Routing parameters (21 grids) –states (directory) initial state grids SAC-SMA and Routing states (7-10 grids) –pet (directory) result of multiplying non adjusted and adjustments and any scalars Daily PET on 16 th of the Month (12 grids) –Connectivity (file) DHMGSE creates the grids and puts them and connectivity file in the proper location

12 DHM Grid Scalar Editor (DHMGSE) 3. Merges new basin definitions into existing set of operational DHM data

13 Merging States With DHMGSE Original State Grid New Calibrated Basin State Grid New Operational State Grid Experience with DMS 1.0 showed basins are added to forecast mode incrementally. The user needs a way to add new calibrated states to the current operational state grids.

14 Using DHM-OP in IFP (background info) /awips/hydroapps/lx/rfc/nwsrfs/ofs/files/$ofs_level/ ofs_level usually=oper dhmdata located using $dhm_data_dir fs5files griddb modsdhmdataOTHER_DIRS parametersstatespet /data/dhm/$LOGNAME/ parametersstatespet precip channelflow runoff Directories for Output DHM data for IFP uses same approach as fs5files. When Using IFP, each user gets a local copy of data. Only Mods are sent back. IFP Data from highlighted directories used to create a temporary local copy For DHM in IFP. DHM root dir (/data/dhm/$LOGNAME) located using $ifp_dhm_data_dir Precip xmrgs located usinng $ifp_griddb_dir

15 DHM-Mods Precipitation Mod (DPRECIP) Basin Multiplier Applied over specified window Multiple Mods supported (cumulative) Only for observed period Like RIMULT mod SAC-State Mod (DSACST) Basin Multiplier Applied on the given date Multiple Mods supported (cumulative) By default applied to start of run (carryover) Values capped at MAX parameter values Like SACCO mod

16 Grid Output In Batch Mode grids for viewing in XDMS and D2D are created during carryover save runs for the carryover save dates (i.e. at 12Z on a give day) –D2D grids are only created for carryover save dates from today to -5 days In IFP grids are created on user requested date(s) –Only for viewing in XDMS

17 Requesting Grid Output Through IFP Grid output created for the times defined by: Start Date End Date Time Interval Grid output created for Selected Layers: Channel Flow Sac State Kinematic State Total Runoff Grid output settings apply for: All DHM-Ops Next DHM-OP modeled No DHM-OP (no grid output) Settings are saved across IFP sessions

18 Specifying QPF QPF is taken from XMRG 6hour total grids created from (NMAP and Mountain Mapper)? QPF specifications for DHM model runs uses existing FUTPRECP technique –FUTPRECP numberOfHours (where numberOfHours represents how much of the forecast period to use actual data) -1 option (use all available qpf not supported) –In batch mode through HCL –In IFP through Universal Techniques interface