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Introduction to Rainfall & Streamflow
Philip B. Bedient January, 2007
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Watershed - Elevation Contours
Water flows at right angles to elevation contours and from higher to lower elevations
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Texas River Basins Red Trinity Brazos Colorado Rio Grande San Jacinto
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I. Mechanisms of Rainfall
Convective Storms - Radiational Low Pressure Systems - tropical storms and hurricanes Frontal Systems - Cold or Warm Dew and Fog Hail and Ice Storms Condensation
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Major Thunderstorm
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Thunderstorm cell with lightning
Characterized by updrafts and downdrafts Strong convergence and divergence Most intense rainfall possible
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Hurricane Ivan September, 2004
Ivan spawned tornadoes from Florida into Alabama with deaths reported near Panama City and Tallahassee. Waves as high as 50 feet were measured 75 miles south of Dauphin Island. Ivan steadily moved northward through Alabama. Hurricane Ivan’s devastating march was precisely predicted because a ridge of high pressure around the Bahamas steered it The combination of slow speed and no clear zones of low and high pressure created the potential disaster zone of more than 350 miles across. Hurricane Ivan September, 2004
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Formation of Precipitation
Source of moisture Lifting mechanism (orographic or heating) Phase change from vapor to water - Energy Small nuclei or dust for droplet formation Droplets must grow as they fall to earth
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Lifting Mechanisms
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Fronts and Low Pressure
Cold/Warm Front Lifting/Condensation High and Low Pres Rainfall Zone Circulation Issues Main weather makers
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Warm Cold Winds increase as cold front approaches
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Major Storm Damages Intense Rainfalls 8 to 15 inches Severe Flooding
Billion$ damages Lost productivity
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Hurricane Andrew -1992 Formed in the Atlantic Moved to Florida coast
Winds in excess of 150 Major damage to Florida Moved over Gulf and strengthened and hit LA Most damaging until 2005
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Hurricane Katrina in the Gulf - 8/29/2005
Katrina at 17:00 UTC
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Measuring Rainfall - Tipping
Bucket Recording gage Collector and Funnel Bucket and Recorder Accurate to .01 ft Telemetry- computer HCOEM website
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Largest One Day U.S. Total Rainfall
Alvin, Texas **43 inches in 24 hours** Measured in one gage Associated with T.S. Claudette in July 1979 Texas accounts for world rainfall records
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Monthly Rainfall Distribution
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Average Annual Precipitation
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9-Hour Total Rainfall - TS Allison
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The Hyetograph Graph of Rainfall Rate (in/hr) vs Time (hr) at a single gage location Usually plotted as a bar chart of gross RF Net Rainfall is found by subtracting infiltration Integration of Net Rainfall over time = Direct RO Vol (DRO) in inches over a Watershed
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Mass Curves & Rainfall Hyetographs
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Design Rainfalls Design Storm from HCFCD and NWS
Based on Statistical Analysis of Data 5, 10, 25, 50, 100 Year Events Various Durations of 6 to 24 hours Six Hour Rainfall
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Rainfall Analysis Center of Mass of rainfall in time T = S ti Pi/ S Pi
Avg intensity I = S Pi / n Six Hour Rainfall
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Intensity-Duration-Frequency
IDF design curves All major cities Based on NWS data Various return periods & durations Used for drainage design of pipes & roads Used for floodplain designs - watersheds
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Rainfall Averaging Methods
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Thiessen Polygons - Areal Average Rainfall from Gages
Connect gages with lines Form triangles as shown Create perpendicular bisectors of the triangles Each polygon is formed by lines and WS boundary P = S (Ai*Pi) / AT
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II. STREAMFLOW Brays Bayou - Main St
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Typical Streamflow Gage
High Flow
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Brays Bayou - Low Flow
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TMC is at 44 ft & Rice Univ is at 50 ft
TS Allison level reached 41.8 ft MSL TMC is at 44 ft & Rice Univ is at 50 ft
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Brays Flooding at Loop 610 - 1983
Main Channel Overbank
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Brays Bayou High Flow
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Bull Creek, Austin - CEVE 412
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Stream Cross-Section for Q
Measure V (anemometer) at 0.2 and 0.8 of depth Average V and multiply by (D width * depth) Sum up across stream to get total FLOW Q = S (Vi Di DWi)
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Excess flows cause major damage in New Orleans
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Kissimee River - The Everglades
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I-45 over Clear Creek
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California - Temecula
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Hurricane Katrina - Most Damaging Storm in U.S. History
Mississippi New Orleans $100 billion loss
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