Introduction to Rainfall & Streamflow Philip B. Bedient January, 2007.

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Presentation transcript:

Introduction to Rainfall & Streamflow Philip B. Bedient January, 2007

Watershed - Elevation Contours Water flows at right angles to elevation contours and from higher to lower elevations

Texas River Basins Red Trinity Brazos Rio Grande Colorado San Jacinto

I. Mechanisms of Rainfall Convective Storms - Radiational Convective Storms - Radiational Low Pressure Systems - tropical storms and hurricanes Low Pressure Systems - tropical storms and hurricanes Frontal Systems - Cold or Warm Frontal Systems - Cold or Warm Dew and Fog Dew and Fog Hail and Ice Storms Hail and Ice Storms Condensation Condensation

Major Thunderstorm

Thunderstorm cell with lightning Characterized by updrafts and downdrafts Strong convergence and divergence Most intense rainfall possible

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.

1. 1. 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 Formation of Precipitation

Lifting Mechanisms

Fronts and Low Pressure Cold/Warm Front Lifting/Condensation High and Low Pres Rainfall Zone Circulation Issues Main weather makers

Cold Warm Winds increase as cold front approaches

Major Storm Damages Intense Rainfalls 8 to 15 inches Severe Flooding Billion$ damages Lost productivity

Hurricane Andrew 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

Hurricane Katrina in the Gulf - 8/29/2005 Katrina at 17:00 UTC

Measuring Rainfall - Tipping Bucket Recording gage Collector and Funnel Bucket and Recorder Accurate to.01 ft Telemetry- computer HCOEM website

Alvin, Texas ** 43 inches in 24 hours ** Measured in one gage Associated with T.S. Claudette in July 1979 Texas accounts for 12 world rainfall records Largest One Day U.S. Total Rainfall

Monthly Rainfall Distribution

Average Annual Precipitation

9-Hour Total Rainfall - TS Allison

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 Direct RO Vol (DRO) in inches over a Watershed

Mass Curves & Rainfall Hyetographs

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

Rainfall Analysis Center of Mass of rainfall in time T =  t i P i /  P i Avg intensity I =  P i / n Six Hour Rainfall

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

Rainfall Averaging Methods

Connect gages with lines Form triangles as shown Create perpendicular bisectors of the triangles Each polygon is formed by lines and WS boundary Thiessen Polygons - Areal Average Rainfall from Gages P =  (A i *P i ) / A T

II. STREAMFLOW Brays Bayou - Main St

Typical Streamflow Gage High Flow

Brays Bayou - Low Flow

TS Allison level reached 41.8 ft MSL TMC is at 44 ft & Rice Univ is at 50 ft

Brays Flooding at Loop Main Channel Overbank

Brays Bayou High Flow

Bull Creek, Austin - CEVE 412

Measure V (anemometer) at 0.2 and 0.8 of depth Average V and multiply by (  width * depth) Sum up across stream to get total FLOW Q =  (V i D i  W i ) Stream Cross-Section for Q

Excess flows cause major damage in New Orleans

Kissimee River - The Everglades

I-45 over Clear Creek

California - Temecula

Hurricane Katrina - Most Damaging Storm in U.S. History New Orleans $100 billion loss Mississippi