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Introduction to Rainfall & Streamflow

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Presentation on theme: "Introduction to Rainfall & Streamflow"— Presentation transcript:

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

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

3 Texas River Basins Red Trinity Brazos Colorado Rio Grande San Jacinto

4 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

5 Major Thunderstorm

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

7 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

8 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

9 Lifting Mechanisms

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

11 Warm Cold Winds increase as cold front approaches

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

13 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

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

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

16 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

17 Monthly Rainfall Distribution

18 Average Annual Precipitation

19 9-Hour Total Rainfall - TS Allison

20 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

21 Mass Curves & Rainfall Hyetographs

22 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

23 Rainfall Analysis Center of Mass of rainfall in time T = S ti Pi/ S Pi
Avg intensity I = S Pi / n Six Hour Rainfall

24 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

25 Rainfall Averaging Methods

26 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

27 II. STREAMFLOW Brays Bayou - Main St

28 Typical Streamflow Gage
High Flow

29 Brays Bayou - Low Flow

30 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

31 Brays Flooding at Loop 610 - 1983
Main Channel Overbank

32 Brays Bayou High Flow

33 Bull Creek, Austin - CEVE 412

34 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)

35 Excess flows cause major damage in New Orleans

36 Kissimee River - The Everglades

37 I-45 over Clear Creek

38 California - Temecula

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


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