Blockhouse Ranch: A Dam Feasibility Study

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Blockhouse Ranch: A Dam Feasibility Study Haley Born November 17, 2011

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Blockhouse Ranch: A Dam Feasibility Study. Haley Born November 17, 2011. Calf Creek. Location of Potential Dam. The Location. San Saba River. December 1, 2011. The Problem. Not enough water to sustain livestock and wildlife. Proposed Solution. - PowerPoint PPT Presentation

Transcript of Blockhouse Ranch: A Dam Feasibility Study

Page 1: Blockhouse Ranch: A Dam Feasibility Study

Blockhouse Ranch:A Dam Feasibility Study

Haley BornNovember 17, 2011

Page 2: Blockhouse Ranch: A Dam Feasibility Study

The Location

December 1, 2011

Calf Creek

Location of Potential Dam

San Saba River

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The Problem

• Not enough water to sustain livestock and wildlife

December 1, 2011

Proposed Solution

• Construct a dam to create small reservoir

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Legal Considerations

• Texas Administrative Code– Chapter 297, Rule 21, Part (b)

December 1, 2011

200 acre-feet

• Dam or Reservoir

• Maximum storage allowed (No permit required)

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Data

December 1, 2011

Precipitation Data– Source:PRISM– Convert to Runoff

Elevation Data- Fill- Obtain Flow

Direction and- Flow Accumulation

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Data

• Shapefiles–NHD Flowlines–Watershed Boundaries– Texas– Counties

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Rainfall Runoff Function

Q = runoff (mm year-1)P = rainfall (mm year-1)

December 1, 2011

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Adding a Dam

• New Feature Class– Polyline

• Feature to Raster• Mosaic –Used to merge layers

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Mosaic Dataset

• Raster Datasets– Dam Raster

• Calf Creek DEM

– Already filledProblem

• Cannot add 2 Rasters of different sizes

• GIS will not add “No Data” cells

Solution • Create Mosaic Dataset to merge the

2 Rasters

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Weighted Flow Accumulation

Water Volume

Accumulated

Flow Directio

n

Runoff Raster

4,991,483.5 mm/yr

3,641,995 acre-ft/year

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The Result

• 3,641,995 acre-ft/year accumulated at dam

• Much larger than the allowed 200 acre/ft

• Dam would have to be designed to overflow when storage exceeds this maximum

December 1, 2011

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Limitations

• Use HEC-RAS to analyze channel hydrology and dam designs

• Runoff Equation could possibly underestimate losses

• Doesn’t account for upstream consumers

December 1, 2011

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Questions?