Collation of water quality models and input datasets

Slides:



Advertisements
Similar presentations
WEAP Water Evaluation & Planning System
Advertisements

Modelling the rainfall-runoff process
Hydrological information systems Svein Taksdal Head of section, Section for Hydroinformatics Hydrology department Norwegian Water Resources and Energy.
LOGO Bangkok, May 2009 Water Resources Management in Ba River Basin under Future Development and Climate Scenarios Presented by: Nguyen Thi Thu Ha Examination.
DWA’s Long-term Water Requirement Scenarios Presentation to Rand Water Services Forum Dragana Ristic- 15 October 2014 DS: National Water Planning 1 water.
Public Meeting: March 3, 2014 Truckee River Water Quality Standards Review.
1 The Proposed Polavaram Project- Analysis of Water Availability vs. Water Use Luna Bharati, B.K. Anand and Vladimir Smakhtin Hyderabad, August, 2007.
Water Resources Planning and Management Daene C. McKinney River Basin Modeling.
WATER RESOURCES SIMULATION
Investigating the Colorado River Simulation Model James Prairie Bureau of Reclamation.
Designing new systems or modifying existing ones should always be aimed at helping an organization achieve its goals State the purpose of systems design.
Management Information Systems
National Urban Waste Water Study (Covers catchments with a population equivalent of 2,000 or more outside the Greater Dublin Area) Department of the Environment,
MSIS 110: Introduction to Computers; Instructor: S. Mathiyalakan1 Systems Design, Implementation, Maintenance, and Review Chapter 13.
Lecture 9 – Database Design
PowerPoint Presentation by Charlie Cook Copyright © 2004 South-Western. All rights reserved. Chapter 7 System Design and Implementation System Design and.
Design, Implementation and Maintenance
Colorado Basin River Forecast Center Water Supply Forecasting Method Michelle Stokes Hydrologist in Charge Colorado Basin River Forecast Center April 28,
Water Resources Planning and Management Daene C. McKinney Simulating System Performance.
Basic Hydrology & Hydraulics: DES 601
© 2006 Cisco Systems, Inc. All rights reserved.Cisco PublicITE I Chapter 6 1 Characterizing the Existing Network Designing and Supporting Computer Networks.
The Application of a Real-Time Operational Water Resources Decision Support System (DSS) for the Orange-Fish-Sundays Water Transfer Scheme 18 th October.
Development of a Hydro/Meteorological Data Management System For improved water management Objectives Establish a hydrological Data Management System (DMS)
Dr. R.P.Pandey Scientist F. NIH- Nodal Agency Misconception: A DSS takes decisions ---(No)
Guidelines for the Development and Maintenance of RTF- Approved Measure Savings Estimates December 7, 2010 Regional Technical Forum Presented by: Michael.
Introduction SPATSIM is a system that makes use of shapefiles
Virtual Weir Phase 5 Investigations (Preliminary Results) Canberra 29 September, 2009.
PRESENTATION TITLE Presented by: Name Surname Directorate Date DATE: 15 JULY 2015 VENUE: EMANZINI G18 BRIEFING SESSION FOR VALIDATION AND VERIFICATION.
An introduction to MEDIN Data Guidelines. What MEDIN data guidelines are not… Protocols for collection methods Prescriptive of how you have to collect.
MRC Water Utilisation Programme 20 May 2003 Knowledge Base & DSF Software Presenter: Dr Jon Wicks, Software Integration Specialist in association with.
Principles of Information Systems, Sixth Edition Systems Design, Implementation, Maintenance, and Review Chapter 13.
Tools for National Hydrologic Model Application Development Steven Markstrom, Lauren Hay, Shannon Poole, and Christopher Ward-Garrison (U.S. Geological.
Overview of WEAP. Water Evaluation and Planning System WEAP A generic, object-oriented, programmable, integrated water resources management modelling.
WATER AVAILABILITY MODELING for the SULPHUR RIVER BASIN Texas Natural Resource Conservation Commission Austin, Texas Consultant: R. J. Brandes Company.
January 29, 2013 Lake Diefenbaker Reservoir Operation Proposed Operating Manual Development.
1 SPSRB Decision Brief on Declaring a Product Operational Instructions / Guidance This template will be used by NESDIS personnel to recommend to the SPSRB.
CHAPTER TEN AUTHORING.
1 Integrated Water Resource Planning Systems User Forum WRYM - New features 1 July 2004.
Current and Future Applications of the Generic Statistical Business Process Model at Statistics Canada Laurie Reedman and Claude Julien May 5, 2010.
Population and socio-economic future scenarios (PosIMS) D Hall Department: Water Affairs and Forestry Chief Directorate: Integrated Water Resources Planning.
NATIONAL WATER RESOURCE STRATEGY SOUTH AFRICA’S WATER SITUATION AND STRATEGIES TO BALANCE SUPPLY AND DEMAND BERG WMA.
_______________________________________________________________CMAQ Libraries and Utilities ___________________________________________________Community.
NATIONAL WATER RESOURCE STRATEGY SOUTH AFRICA’S WATER SITUATION AND STRATEGIES TO BALANCE SUPPLY AND DEMAND FISH TO TSITSIKAMMA WMA.
NATIONAL WATER RESOURCE STRATEGY SOUTH AFRICA’S WATER SITUATION AND STRATEGIES TO BALANCE SUPPLY AND DEMAND USUTU TO MHLATUZE WMA.
September 2012 Developed by Agricultural and Biological Engineering Department at Purdue University and Department of Regional Infrastructures Engineering.
Principles of Information Systems, Sixth Edition 1 Systems Design, Implementation, Maintenance, and Review Chapter 13.
NATIONAL WATER RESOURCE STRATEGY SOUTH AFRICA’S WATER SITUATION AND STRATEGIES TO BALANCE SUPPLY AND DEMAND BREEDE WMA.
Elementary HEC-HMS Model
Hydrological forecasting: application, uncertainty, estimation, data assimilation and decision making EGU – Wien, 7th april 2011 The Po flood management.
Larry Theller, Bernie Engel, Youn Shik Park for Purdue University ABE and Office of Indiana State Chemist September 27-28, 2012 “Purdue Load Duration Curve.
Agenda 9:00 AM - 12:00 PM 12:00 PM Introductions
INTRODUCTION TO THE UK’S NATIONAL RIVER FLOW ARCHIVE Matt Fry Systems Development Manager National River Flow Archive.
1 Object-Oriented Analysis and Design with the Unified Process Figure 13-1 Implementation discipline activities.
BASIN SCALE WATER INFRASTRUCTURE INVESTMENT EVALUATION CONSIDERING CLIMATE RISK Yasir Kaheil Upmanu Lall C OLUMBIA W ATER C ENTER : Global Water Sustainability.
RB-Explorer M7a –Water Quality and Ecology Workgroup WFD-Explorer model wrapup.
1 januari 2008 RIBASIM input data by Wil N.M. van der Krogt.
Water Resources Planning and Management Daene C. McKinney System Performance Indicators.
September 11, 2012 Water Resources Statistics of the Republic of Kazakhstan A. Yepbayeva, Director of Production Statistics and Environment Department.
Hydrology and application of the RIBASIM model SYMP: Su Yönetimi Modelleme Platformu RBE River Basin Explorer: A modeling tool for river basin planning.
Modeling with WEAP University of Utah Hydroinformatics - Fall 2015.
Larry Theller, Bernie Engel, Youn Shik Park for Purdue University ABE and Office of Indiana State Chemist September 27-28, 2012 “Purdue Load Duration Curve.
5th Shire River Basin Conference 22 February 2017 Shire River Basin Management Project Shire Basin Planning Tool Sub-Component A1 Development of a.
WaterWare description
Systems Analysis and Design
A sequential Simulation-Optimization Model for Water Allocation from the multi-Reservoir System in the Karkheh River Basin System, Iran M. Fereidoon1,2.
Steering Committee Webinar March 25, 2016
An-Najah National University Faculty of Engineering
Beta Release of Delta Channel Depletion Model (DCD v1
WaterWare description
WaterWare description
Presentation transcript:

Collation of water quality models and input datasets Chris Herold

Aim (1 of 2)

Aim • Consolidate: - WQ models - input data • Focus: (2 of 2) • Consolidate: - WQ models P RSA 2000/00/0804 - input data P RSA 2000/00/0904 • Focus: - Historic system analyses

Project: Maintenance and Updating of Hydrological and System Software Study - Phase 2 Identification and appropriation of system analysis water quality models DWAF Report No. P RSA 00/00/0804 Chief Directorate: Integrated Water Resources Planning Directorate: Water Resource Planning Systems

Why? • Valuable resource - Costly - Strategic • Fragile • Access - Key personnel - Data loss - Documentation • Access - Inclusion of new users

Studies Amatole Berg Breede Upper Crocodile Fish-Sundays Upper Olifants Olifants-Doring Upper Orange Upper Vaal Vaal Barrage Middle Vaal Lower Vaal Missing: - Vaalharts - Mgeni - Current studies

Models DISA WQS FLOSAL WQ2000 IMPAQ WRPM NACL01 NACL02 NACLBAR NACLS WQT WQS WQ2000 WRPM

Limitations • Model versions • Incomplete data • Set-up procedures

• Catchment salinity • Catchment sulphate Model categories (1 of 2) • Catchment salinity - WQT (monthly) - FLOSAL (monthly / daily) - WQ2000 (monthly) - NACL01 (daily) - NACLBAR (daily) - NACL02 (daily) • Catchment sulphate - NACLS (daily) - WQS (monthly)

Model categories • System salinity / sulphate • Irrigation salinity (2 of 2) • System salinity / sulphate - WRPM (monthly) • Irrigation salinity - DISA (daily) • Salinity, phosphate, SS, E-coli, Chlorophyll-a - IMPAQ (monthly)

Models archive (1 of 2) What?

Models archive Executable code Source code Documentation Example (2 of 2) Executable code Source code - limited access Documentation Example

Utilities • Pre-processors x 20 - Patching - Aggregation - Formatting • Post-processors x 11 - Statistics - Plotting - Conversion

Utilities - Historic approach “In those days there was no king in Israel, but every man did that which was right in his own eyes.” Judges 17:6

Utilities example (1 of 2) EFFDAT.NEW un-patched monthly effluent data (flow and concentration) CONFWQ EFFDAT.1 Standardised effluent (Flow, concentration and load) PATCHFWQ EFFDAT.2 Patched monthly flow and concentration EFFDAT.3 Patched monthly flow, concentration and load POINT11 B5834 B.... POINT16 EFFDAT.4 effluent flow lines including aggregated NACLFWQ Key: Logic flow Data file RANKDM Pre- or post-processor NACL02 Model Monthly effluent flow effluent TDS WSUPPLY.NEW water supply data WSUPPLY.1 Standardised supply WSUPPLY.2 Patched point supply WSUPPLY.3 A1711 A.... WSUPPLY.4 supply flow lines abstraction B5311 B... CONVERT2 Files in WQT model format FILEADD FILEAVE FILEDIV FILEGROW FILEMULT FILEPAT Input to WQT: Aggregated monthly flow TDS files Demand centre demands and return flows Salt recharge rate growth Input to WQT (see Figure 3.5)

(flow and concentration) EFFDAT.NEW un-patched monthly effluent data (flow and concentration) CONFWQ EFFDAT.1 Standardised effluent (Flow, concentration and load) PATCHFWQ EFFDAT.2 Patched monthly flow and concentration EFFDAT.3 Patched monthly flow, concentration and load POINT11 B5834 B.... POINT16 EFFDAT.4 effluent flow lines including aggregated NACLFWQ Key: Logic flow Data file RANKDM Pre- or post-processor NACL02 Model Monthly effluent flow effluent TDS WSUPPLY.NEW water supply data WSUPPLY.1 Standardised supply WSUPPLY.2 Patched point supply WSUPPLY.3 A1711 A.... WSUPPLY.4 supply flow lines abstraction B5311 B... CONVERT2 Files in WQT model format FILEADD FILEAVE FILEDIV FILEGROW FILEMULT FILEPAT Input to WQT: Aggregated monthly flow TDS files Demand centre demands and return flows Salt recharge rate growth Input to WQT (see Figure 3.5)

Utilities example (2 of 2) WQT Key: Logic flow Data file RANKDM Pre- or post-processor NACL02 Model WQT parameters for each node Word compatible Time series plot Summary file MOVEREG (or FLUX 4.2, TDSGEN, Spreadsheet 1) Regressed daily TDS DAYMONW Patched monthly TDS Daily river TDS flow DAYMON (or FLUX 4.2) monthly flow STD Monthly rainfall Return flow factors increase in TDS through use (Used in WQT Demand Centre sub-model) PATCHTDS Observed daily flows monthly observed TDS observed flow Monthly data supplied in single column format FLAT-WRU data in WQT format System command file network file Naturalised monthly flows (from WRSM90) Monthly abstraction, point inflow, effluent flow and TDS (from Figs 3.1, 3.2,3.4) Debug Flow concentration load Reservoir storage deficit Simulated monthly values for specified routes, reservoirs washoff modules, irrigation blocks and demand centres Time series plot GRAPHCNV TIMEPLT Percentile values Duration curves Duration curves Word compatible From Figure 3.4: Aggregated monthly flow TDS files Demand centre demands and return flows Salt recharge rate growth

WQT Key: Logic flow Data file Pre- or post-processor Model parameters RANKDM Pre- or post-processor NACL02 Model WQT parameters for each node Word compatible Time series plot Summary file MOVEREG (or FLUX 4.2, TDSGEN, Spreadsheet 1) Regressed daily TDS DAYMONW Patched monthly TDS Daily river TDS flow DAYMON (or FLUX 4.2) monthly flow STD Monthly rainfall Return flow factors increase in TDS through use (Used in WQT Demand Centre sub-model) PATCHTDS Observed daily flows monthly observed TDS observed flow Monthly data supplied in single column format FLAT-WRU data in WQT format System command file network file Naturalised monthly flows (from WRSM90) Monthly abstraction, point inflow, effluent flow and TDS (from Figs 3.1, 3.2,3.4) Debug Flow concentration load Reservoir storage deficit Simulated monthly values for specified routes, reservoirs washoff modules, irrigation blocks and demand centres Time series plot GRAPHCNV TIMEPLT Percentile values Duration curves Duration curves Word compatible From Figure 3.4: Aggregated monthly flow TDS files Demand centre demands and return flows Salt recharge rate growth

Departmental archive • Initial layout

D:\ Report (project report) Models Model name Code (source and executable) Document Example Model name Code (source and executable) Document Example Pre_processors Processor name Code (source and executable) Document Example Models Processor name Code (source and executable) Document Example Models Post_processors Processor name Code (source and executable) Document Example Models Processor name Code (source and executable) Document Example Models

Recommendations • Model improvements • User Support System • Documentation

Systems analysis water quality datasets acquisition Project: Maintenance and Updating of Hydrological and System Software Study - Phase 3 Systems analysis water quality datasets acquisition DWAF Report No. P RSA 00/00/0904 Chief Directorate: Integrated Water Resources Planning Directorate: Water Resource Planning Systems

Objective • Acquire key water quality datasets - System analyses • Data types - Processed model input - Limited external source data • Documentation

Data obtained System Models External data Amatole Berg Breede Upper Crocodile Fish-Sundays Upper Olifants Olifants-Doring Upper Orange Upper Vaal Vaal Barrage Middle Vaal Lower Vaal WQT, IMPAQ FLOSAL WQT WQT, WRPM WQS,WRPM WQT, WRPM, NACL Yes

Report on data collection CD-ROM Layout (1 of 2) Wqdata D:\ Fish-Sundays WRPM WQS Raw data Upper Crocodile WQT Breede FLOSAL Berg IMPAQ Amatole Report on data collection Upper Olifants Olifants-Doring Upper Orange Upper Vaal NACL Vaal Barrage Mid Vaal Lower Vaal NACL01 NACL02 NACLBAR CD-ROM root Catchment study folders Water quality model folders

Report on data collection Wqdata D:\ Fish-Sundays WRPM WQS Raw data Upper Crocodile WQT Breede FLOSAL Berg IMPAQ Amatole Report on data collection Upper Olifants Olifants-Doring Upper Orange Upper Vaal NACL Vaal Barrage Mid Vaal Lower Vaal NACL01 NACL02 NACLBAR CD-ROM root Catchment study folders Water quality model folders

(2 of 2) Wqdata D:\ WRPM Raw data Upper Olifants Olifmbasefinal-B OlifmLoskopFinc-B WqtLoskopFinc folder containing raw data for Upper Olifants River catchment Hydro V1.0WRPM user guide WRPM user guide Upper Crocodile River WRPM modelling report Reports P A200 00 3600 Upper Orange Input to model WQS K1 Executable P B100 00 0701 Witdam one input folder for each Upper Olifants River WQT model sub-system WQS executable file P B100 00 1098 WQS model write up Upper Olifants River WQS modelling report WQT D1H003 P C000 00 15896 D3R002 one input folder for each Upper Orange River WQT model sub-system P C000 00 7086 WQT model write up Upper Orange River WQT modelling report 1995 5-01-97 WRPM modelling Orange modelling Input to WRPM model for two scenarios

Guidelines for data storage • Data vulnerable • Proposed addendum to contracts • Simplicity / sufficiency • CD-ROM - Processed data - External source data - Brief descriptions - Program code - Reports

D:\ Study name Model 1 Program Executable Source BDdata GUdata Reports CD root folder named after study folder named after model D:\ Study name Model 1 Program Executable folder containing program executable file Source folder containing program source code (if applicable) BDdata one input folder for each catchment sub-system modelled using Model 1 GUdata Reports P B100 00 0701 One or more reports on the water quality modelling. Folder name based on DWAF report number. P B100 00 1098 Model 2 Program Executable Source Model n

The End At last

Any questions or suggestions?

Next question, please!