1 / 70

CRWR-PrePro

Francisco Olivera 1998 ESRI User Conference GIS Hydro 98 - Preconference Seminar CRWR-PrePro July 26, 1998. CRWR-PrePro. Francisco “Paco” Olivera, Ph.D. Center for Research in Water Resources University of Texas at Austin. The Team. Brian Adams Ximing Cai Aubrey Dugger

tulia
Download Presentation

CRWR-PrePro

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Francisco Olivera 1998 ESRI User Conference GIS Hydro 98 - Preconference Seminar CRWR-PrePro July 26, 1998 CRWR-PrePro Francisco “Paco” Olivera, Ph.D. Center for Research in Water Resources University of Texas at Austin

  2. The Team • Brian Adams • Ximing Cai • Aubrey Dugger • Ferdinand Hellweger • David Maidment • Francisco Olivera • Seann Reed

  3. Overview

  4. What is CRWR-PrePro? Spatial Data CRWR-PrePro Input file fornon-GIS applications

  5. What is CRWR-PrePro today? Spatial Data CRWR-PrePro Basin file forHEC-HMS Not all HMS optionsare included yet.

  6. CRWR-PrePro Components Watershed Characterization Hydrologic Model Extraction Model schematic andHEC-HMS basin file

  7. What is HEC-HMS? • “It is a new generation software for precipitation-runoff simulation that supersedes the HEC-1 Flood Hydrograph Package.” HEC-HMS User’s Manual • It is a Windows version of HEC-1.

  8. HEC-HMS Components Control File Time-related information for a simulation Basin FileParameter and connectivity data for hydrologic elements HEC-HMS Simulation Precipitation File Meteorological data

  9. Previous Work Watershed DelineatorArcView Extension [ESRI-TNRCC] Flood Flow CalculatorArcView Extension[CRWR-TxDOT] HECPREPRO ArcView Project[CRWR-HEC] CRWR-PreProArcView Project [CRWR]

  10. WatershedCharacterization

  11. Watershed Characterization Terrain Analysis Stream-Watershed Delineation Calculation of Hydrologic Parameters

  12. WatershedCharacterization Terrain Analysis

  13. Terrain Analysis DEM[Grid] Burn-In Streams [Grid] Fill Sinks [Grid] DigitizedStream Network[Line Coverage] Flow Direction [Grid] Flow Accumulation [Grid]

  14. Hydrologic GIS Functions 69 78 71 71 72 2 4 2 58 2 4 67 74 56 2 2 2 4 49 46 4 53 69 44 1 1 8 2 4 37 38 58 31 128 2 4 55 128 1 64 22 32 64 128 128 128 4 68 21 1 1 47 61 16 16 1 Digital elevation model (DEM) Flow direction grid 4 2 8 0 0 0 0 0 Flow direction codes 0 1 2 1 1 8 0 3 2 5 0 1 20 1 0 0 0 0 1 24 Flow accumulation grid Stream Network

  15. Burn-In Streams 45 38 44 45 45 38 44 45 40 34 50 60 34 40 50 60 58 31 30 53 58 31 30 53 50 45 32 22 50 45 32 22 Digitized creek DEM creek 145 138 144 145 38 145 38 144 145 140 134 150 160 34 140 34 150 160 158 131 130 153 30 158 131 30 153 150 145 132 122 22 150 145 132 22 Raised DEM Digitized creek Burned-in DEM

  16. DEM andDigitized Stream Network

  17. Burned-In DEM • Elevation is increased by a fixed value in all DEM cells, except in those that coincide with the digitized stream network.

  18. Flow Direction • Water flows to one of its neighbor cells according to the direction of the steepest descent. • Flow direction takes one out eight possible values.

  19. Flow Accumulation • Flow accumulation is a measure of the drainage area in units of grid cells.

  20. WatershedCharacterization Stream-Watershed Delineation

  21. Stream-Watershed Delineation Stream NetworkDefinition Watershed OutletDefinition Raster to VectorConversion Watershed Delineation

  22. AutomaticCells draining more area than a user-defined threshold value. InteractiveCells located downstream of user-identified cells. Stream Network[Grid] Stream Network Definition

  23. Stream Network • All grid cells draining more than a user-defined threshold value (blue streams), or located downstream of user-defined cells (red streams) are part of the stream network.

  24. Stream Segmentation • Stream segments (links) are the sections of a stream channel connecting two successive junctions, a junction and an outlet, or a junction and the drainage divide.

  25. AutomaticMost downstream cells of the stream segments InteractiveUser-identified cells[outlets, reservoirs, control points, etc.] Watershed Outlets[Grid] Watershed Outlet Definition

  26. Watershed Outlets • The most downstream cells of the stream segments (brown cells), and the user-defined points (red dots) are the watershed outlets.

  27. Modified Stream Segmentation • The interactively defined outlets modify the stream segmentation by subdividing the segment in which are located into two segments.

  28. Watershed Delineation Watershed Outlets Watershed Delineation

  29. Watershed Delineation • The drainage area of each watershed outlet (stream segment) is delineated.

  30. Raster to Vector Conversion WatershedVectorization StreamVectorization Dissolving SpuriousPolygons Merging of Watersheds

  31. Raster to Vector Conversion • Streams and watersheds are converted from raster to vector format.

  32. Dissolving Spurious Polygons • Cells connected to the main watershed polygon through a corner are defined as a separate polygon (spurious polygon). • These polygons are dissolved into the main polygon.

  33. Merging of Watersheds • Adjacent watershed polygons can be merged into a single polygon, if they share their outlet or one flows into the other.

  34. Merging of Watersheds • The attribute tables are updated so that the watershed code (WshCode) of the streams is modified and the area of the new polygon is calculated.

  35. WatershedCharacterization Calculation of Hydrologic Parameters

  36. Flow Length Downstreamto the Watershed Outlet

  37. Flow Length Upstreamto the Watershed Divide

  38. Longest Flow-Path

  39. Identification of the longest flow-path Length and slope of the longest flow-path Watershed Lag-Time (SCS) Flow length upstream and downstream AverageCurve Number Lag-time

  40. Watershed Lag-Time (SCS) tp: watershed lag-time (min) LW: length of longest flow-path (ft) CN: average Curve Number S: slope of the longest flow-path (%)

  41. Watershed Lag-Time (L/V) Flow length upstream and downstream Longest flow-path average velocity Length of the longest flow-path Lag-time

  42. Watershed Lag-Time (L/V) tp: watershed lag-time (min) Lw: length of longest flow-path (ft) Vw: longest flow-path average velocity (m/s)

  43. Watershed Abstractions Average Curve Number Initial Loss (mm)Constant Loss (mm/hr) SCS Method Initial + Constant Method

  44. Watershed Parameters

  45. Stream Routing Method Flow time (Ls/Vs) Ls/Vs < Dt Ls/Vs > Dt Pure LagRouting MuskingumRouting

  46. Pure Lag Routing tlag: stream lag-time (min) Ls: length of longest flow-path (m) Vs: longest flow-path average velocity (m/s)

  47. Muskingum Routing K: Muskingum K (hr) X: Muskingum X Ls: length of longest flow-path (m) Vs: longest flow-path average velocity (m/s) n: number of sub-reaches

  48. Stream Parameters

  49. Hydrologic Model Extraction

  50. Hydrologic Model Extraction Watersheds Polygons Streams andsource streams Shape Files of Watersheds and Streams

More Related