Lecture 2: Fluxes, Flows and Volumes Readings for today: Applied Hydrology –Section 6.3 on Measurement of Streamflow –Sections 2.1 – 2.3 on Continuity.

Slides:



Advertisements
Similar presentations
Space-Time The ESRI Time Project – Comments by Steve Kopp
Advertisements

Hydrologic Analysis Dr. Bedient CEVE 101 Fall 2013.
Hydro Networks in GIS Network model Flow on Networks Hydrologic networks Linear referencing on networks Some slides in this presentation were prepared.
CEE 795 Water Resources Modeling and GIS Learning Objectives: Describe a Network model Identify Flow in a network model Develop a hydrologic network Perform.
Providing Geography for Topology; A Schematic View of the National Watershed Boundary Dataset (WBD) James E. Mitchell, Ph.D. IT GIS Manager Kurt L. Johnson.
Pre Conference Seminars 1 Arc Hydro Enhanced Database (AHED) Implementation at SFWMD Jim Cameron South Florida Water Management District.
GIS in Water Resources Fall 2011 Groundwater Tools for GIS.
National Hydrography Data Use and Applications.
Arc Hydro: GIS for Water Resources David R
GIS Modeling Venkatesh Merwade, University of Texas at Austin Interdisciplinary aquatic modeling workshop, July 21, 2005.
Geographic Information Systems : Data Types, Sources and the ArcView Program.
1 CEE 795 Water Resources Modeling and GIS Session #1 (some material from Dr. David Maidment, University of Texas) January 18, 2006 Learning Objectives:
GIS in Water Resources: Lecture 1
1 Space-Time Datasets in Arc Hydro II by Steve Grise (ESRI), David Maidment, Ernest To, Clark Siler (CRWR)
Pre Conference Seminars 1 WCS Tracker: A real-time water budget application Project Team: SFWMD: Ken Stewart, PhD., Ron Mierau, PE. PBSJ: Jack Hampson,
Arc Hydro groundwater data model: a data model for groundwater systems within ArcGIS ESRI user conference May 2004 Gil Strassberg and David Maidment, University.
Hydrologic Statistics
EEOS 350: Quantitative hydrogeology Lecture 2 Water balance.
“Flood monitoring and mapping for Emergency Response in San Antonio-Texas” Part I by Silvana Alcoz Source photo Term.
WaterSmart, Reston, VA, August 1-2, 2011 Steve Markstrom and Lauren Hay National Research Program Denver, CO Jacob LaFontaine GA Water.
Interface data models Model 1 Model 2 Model 3 GIS Geo Database Arc Hydro data model Geographically Integrated Hydrologic Modeling Systems.
Klamath Basin Water Distribution Model Workshop. OUTLINE Brief Description of Water Distribution Models Model Setups Examples of networks and inputs Demand.
Ponds and Dams in the Pedernales River Basin John Middleton CE 394K.2 May 2005.
GIS in Water Resources: Lecture 1 In-class and distance learning Geospatial database of hydrologic features GIS and HIS Curved earth and a flat map.
Climate: Outlook and Operational Planning Jayantha Obeysekera (’Obey’), Ph.D.,P.E.,D.WRE Department Director Hydrologic & Environmental Systems Modeling.
Space and Time By David R. Maidment with contributions from Gil Strassberg and Tim Whiteaker.
Climate Outlook Jayantha Obeysekera (’Obey’), Ph.D.,P.E.,D.WRE Department Director Hydrologic & Environmental Systems Modeling.
David R. Maidment Unidata Program Center, Boulder CO 6 Feb 2004
DRAINMOD APPLICATION ABE 527 Computer Models in Environmental and Natural Resources.
The Modelshed Framework Praveen Kumar and Ben Ruddell, CUAHSI HIS Update July 28, 04.
CE 394K.2 Surface Water Hydrology Lecture 1 – Introduction to the course Readings for today –Applied Hydrology, Chapter 1 –“Integrated Observatories to.
Portland, Oregon Arnold Engelmann - GIS Programmer/Analyst
Designing a Query Tool for Time Series Data in ArcGIS Hydro Data Model By Reem Jihan Zoun.
The Schematic Processor Presented by Dr. Tim Whiteaker The University of Texas at Austin 18 October, 2011.
Central & Southern Florida Project George Horne Deputy Executive Director Operations & Maintenance Resource Area.
Arc Hydro for SFWMD Hydroperiod Estimation Operations Decision
AOM 4643 Principles and Issues in Environmental Hydrology.
ARC HYDRO GROUNDWATER & TIME Tim Whiteaker (UT Austin) Gil Strassberg (Aquaveo) David Maidment (UT Austin)
OASIS Basics Computer Aided Negotiations of Water Resources Disputes.
Arc Hydro and hydrologic models
GIS for Atmospheric Sciences and Hydrology By David R. Maidment University of Texas at Austin National Center for Atmospheric Research, 6 July 2005.
Surface Water Surface runoff - Precipitation or snowmelt which moves across the land surface ultimately channelizing into streams or rivers or discharging.
Creating Hydrologic Information Systems David R. Maidment Utah State University 9 February 2004.
Basic Hydrology: Rainfall-Runoff – I
1 januari 2008 RIBASIM input data by Wil N.M. van der Krogt.
Arc Hydro groundwater data model: a data model for groundwater systems within ArcGIS AWRA Specialty Conference Geographic Information Systems (GIS) and.
Surface Water Applied Hydrology. Surface Water Source of Streamflow Streamflow Characteristics Travel Time and Stream Networks.
ArcGIS HEC-HMS Interface Data Model July, Project Goals: 1 To provide a database for all HMS data, so that the data may be queried and retrieved.
HydroGET A web service client for ArcGIS Ernest To PhD Candidate, University of Texas at Austin August 2008.
Arc Hydro Copyright © 2003 ESRI. All rights reserved. 3-1 Arc Hydro Tools  Arc Hydro tools  Key concepts  Global delineation – scaling issues  Tools.
CE 3354 Engineering Hydrology Lecture 2: Surface and Groundwater Hydrologic Systems.
UC2008 Pre-conference Seminars 1 Arc Hydro Groundwater Gil Strassberg (Aquaveo) Norm Jones (Brigham Young University) David Maidment (University of Texas)
Modeling with WEAP University of Utah Hydroinformatics - Fall 2015.
Initial Development of the Operation Decision Support System for the South Florida Water Management District By Alicia Fogg November, 2003.
WELLS AND TIME SERIES DATA. Framework Temporal Aquifers & Wells.
Bdsfbdsfb NHDPlus for Corpus Christi Bay Term Project Report Nishesh Mehta Nishesh Mehta 21 st November st November 2006.
GIS in Water Resources: Lecture 1 The goal of this class is to learn how to apply geographic information systems in water resources. Hydrologists use many.
Basic Hydrology: Rainfall-runoff based methods – III
Liberty Lake Watershed Analysis
Integrating ArcHydro and HEC Models by David R
Arc Hydro Groundwater Data Model
Arc Hydro for EPA Basins
Space, Time and Variables in Hydrology
Arc Hydro and Time Series
Hydrology CIVL341.
Hydrology CIVL341 Introduction
Chapter Four RUNOFF When a storm occurs, a portion of rainfall infiltrates into the ground and some portion may evaporate. The rest flows as a thin sheet.
Arno River Basin Authority
Overview of HEC Data Storage System (HEC DSS)
Systems and Components – A Process for Developing the Total Water Budget Handbook for Water Budget Development - With or Without Models CWEMF 2019 Annual.
Presentation transcript:

Lecture 2: Fluxes, Flows and Volumes Readings for today: Applied Hydrology –Section 6.3 on Measurement of Streamflow –Sections 2.1 – 2.3 on Continuity (Water Balance) –Arc Hydro: GIS for Water Resources pp Reading for Tues: Applied Hydrology –Section 2.7 – 2.8 Energy balance

Watershed system

Sample and Pulse Data

Water Balance

Arc Hydro Time Series Types

Flows in 2004

Spring Flow in 2004

Plum Creek

Drainage Areas

Definitions Flow = Volumetric discharge of water [L 3 /T] Flux = Flow per unit area [L/T] Volume = Integral of flow through time [L 3 ]

ODSS AHED Prototype Project Prototype Area Prototype region includes 24 water management basins, including Lake Kissimmee, Lake Okeechobee, and Lake Istokpoga More than 70 water control structures managed by the South Florida Water Management District (SFWMD) within the prototype area Includes natural and managed waterways Lake Okeechobee Lake Istokpoga Lake Kissimmee

Objectives of the Project Extend the ArcHydro Framework to include the Operations Decision Support System (ODSS) Develop tools that account for rainfall accumulation and provide water balancing capabilities to the Extended ArcHydro Framework Develop an ODSS model that includes water- conveyance routing

Questions that SFWMD wants Answered –How much water is there? –Where is the water in the District? –How much water will enter the canal system? –How can water be routed from one basin to another?

Water Control Network

WCU Links and Nodes Watershed to WCU WCU to WCU WCUNode WCULink

Network Tracing A path between Lake Kissimmee and Lake Okeechobee

WCU Relationships

Geospatial Time Series Object Value Time Shape Time Series Properties (Type) A Value-Time array

Time Series for RainAreas

Rainfall Time Series for Martin – St Lucie

HydroID = Area = ft 2 FeatureID = HydroCode = Martin-St Lucie HydroID to FeatureID association Gives each time series a shape

TSTypeID Association Gives each time series a type

Time Series Object Properties FeatureID HydroID of the feature related to the time series HydroCode HydroCode of the feature related to the time series TSTypeID UnquieID of the TimeSeries Variable Description of the TimeSeries (i.e. Daily Streamflow) Units Measurement units as a string (i.e. cfs, in/d) UnitType Measurement unit type (i.e. flow, area flux, volume, etc.) TSValues() Array of Values TSDateTimes() Array of DateTimes IsRegular Indicates if TimeSeries is measured regularly (boolean) TSOrigin Either Generated or Measured TSDateType Either Instantaneous, Cumulative, Incremental, Averaged, Min, or Max Methods AddToChartSpace Writes the time series to the chartspace WriteToGDB Writes the time series to an Arc Hydro geodatabase GetCumulativeTS Returns a new time series object that with its values cumulated through time GetMinDate Returns the minimum date in the time series GetMaxDate Returns the maximum date in the time series A new time series can be created from a Arc Hydro GDB given a FeatureID and TSTypeID

Cumulative Rainfall

Controlled Vocabulary for Units

Time Series Collection Object Properties Variable Description of the TimeSeries (i.e. Daily Streamflow) Units Measurement units as a string (i.e. cfs, in/d) UnitType Measurement unit type (i.e. flow, area flux, volume, etc.) TSValues() Array of Values TSDateTimes() Array of DateTimes IsRegular Indicates if TimeSeries is measured regularly (boolean) TSOrigin Either Generated or Measured TSDateType Either Instantaneous, Cumulative, Incremental, Averaged, Min, or Max Methods GetTimeSeries Writes the time series to the chartspace AddTimeSeries Writes the time series to an Arc Hydro and whether the TS is either contribution or diminishing the resulting time series A bag of time series objects used to compute a new time series object

Chart Space Toolbar

The Toolbar Plot Time Series Plot Fluxes, Flowrates, etc. Set TimeSeries and TSTypeID table paths Show/Hide ChartSpace window

Plot Time Series Tool 1. Select a layer from those listed in map 2. Select a TSType (filtered for selected layer) 3. Limit time range to plot (optional) Step 1: Select layer and TSType to plot

Plot Time Series Tool Map shows only features in selected Layer that have time series Chart is plotted according to the attributes of the time series (averaged, instanteous, units, etc.) 2. Select feature to plot time series for Step 2: Select feature to plot time series for

Plot Fluxes & Flows Tool Step 2: Select feature to plot variable(s) for 1. Select a layer from those listed in map 2. Select one or more variables to plot

Plot Fluxes & Flows Tool Step 1: Select layer and variable(s) to plot Variables(s) are plotted for selected feature Map shows only features coupled to the feature the mouse is currently over

Cumulating Series Cumulate a time series by right-clicking Streamflow (cfs)Volume (acre ft) Rainfall Flux (in/day)Cumulative Rainfall (in)to

Chart Overview TimeSeries’ VariableFeature’s HydroCode TimeSeries’ UnitType TimeSeries’ Units ChartSpace can contain multiple charts each with a unique value axis

Scaling the Time Axis By right-click on the chart’s time axis, one can aggregate the data to a new time scale. Daily Averaged Weekly Averaged Monthly Averaged

Flux to Flowrate Flux is related to a geometry allowing the transformation of a flux time series to a flowrate time series on the fly Evaporative Flux (mm/day)Flow (cfs) Evaporation Flow in cfs

Water Balancing Break water movement into two components: Horizontal W.B. (canal system) Vertical W.B. (rainfall, evapotranspiration) Horizontal water movement into and out of a WCU is measured at points and is measured as flow [ft3/s] Vertical water movement into and out of a WCU is measured at points, or over areas, and is measured as a flux [in/d]

Water Balancing Q Hin Q Hout q Vin q Vout Control Volume Control Volume for water balancing is a Water Control Unit. q Vin = rain Q Hin = structure flow in q Vout = ETp Q Hout = structure flow out Change in Storage

Volume Storage Over a WCU: C41A-North Horizontal Net Inflow Vertical Net Inflow 1 year: Nov 1, 2002 – 30 Oct 2003 Total Net Inflow