Floods - Lecture 1 What Causes Flooding?
Transcription
Floods - Lecture 1 What Causes Flooding?
Schultz House, Johnstown, Pennsylvania 1889 Floods Lecture 1 McCullough, David, 1968, The Johnstown Flood: New York, Simon & Schuster, Inc., 302 p What Causes Flooding? • What Causes High Water? • What Causes Damage When There is High Water? Human Role Floodplain Encroachment People & Structures in Harm’s Way Worsens Floods Downstream Dams Dam Failures Levees Worsens Floods Downstream Levee Failure Increases Flow Energy Land-Use Changes Changes in Runoff Coefficients 1 Flood Problems are People Problems Ignorance of Rivers and Streams Poor (Selective?) Memory of Historic Floods Arrogance of Our Ability to Overcome Nature Greed to Exploit Floodplain Property Lack of Zoning and Planning Sooner or later, the river exerts authority over its entire domain! Review: Flood Frequency Terms • Stage = Height of Water (Above Arbitrary Datum) • Discharge = Volume/Time (cfs, cms) • Recurrence Interval – Average Time Between Events of a Given Size or larger Hydrograph Discharge “Base Flow” Risin g Lim b Crest Fa llin g Li m b New “Base Flow” 0 cfs 2 ea ed r we d ks in yl n Real-Time Flow Links foraFlood Chasers & m River Rats (beware some oo links have "decayed") t e us ca http://www.geo.wvu.edu/~kite/welcome.htm e b 06 20 in de s li d Hi NWSFO PITTSBURGH PA HYDROLOGIC SERVICES AREA Hydrology/River Products Web Page http://www.erh.noaa.gov/er/pit/hydro.htm US Geological Survey Real-Time Stream Flow Info • http://water.usgs.gov/cgi-bin/daily_flow?wv – – – – – USGS 03206000 OHIO RIVER AT HUNTINGTON, WV USGS 01605500 SOUTH BRANCH POTOMAC AT FRANKLIN, WV USGS 03200500 COAL RIVER AT TORNADO, WV USGS 03202400 GUYANDOTTE RIVER NEAR BAILEYSVILLE, WV USGS 03204000 GUYANDOTTE RIVER AT BRANCHLAND, WV 3 Note Vertical Axis Change Deckers CreekPeak:Stage Early a.m. 23rd Guyandotte River Hydrograph July 2001 4 Approaches to Flood “Prediction” National Weather Service • Flood Watch, Flood Warning • Based on Flow in Steams Antecedent Conditions: Ground Saturation, etc. Current Conditions: Precipitable Moisture Weather Forecast IFLOWS: West Virginia Automated Flood Warning System (AFWS) http://198.200.163.197/data/wv/wvdata.htm Old Data: http://www.afws.net/search1.htm Last Updated: February 18, 2000 at 8:00 PM EST Data for Monongalia County, West Virginia Crossroads Sw Jakes Run Dents Run Pleasant Hill Cm Strawn Lake ID 15MIN 3850 0.08 3851 0.08 3852 0.08 3853 3854 0.08 30MIN 1HR 3HR 6HR 12HR 24HR 0.20 0.36 0.60 0.64 1.72 1.96 0.20 0.32 0.56 0.56 1.68 1.92 0.20 0.28 0.48 0.48 0.48 0.52 0.12 0.24 0.44 0.48 1.96 2.16 NOAA Rainfall Gage Data Total 37 Hour Rainfall: Ending 19 Feb 2000 Max: 6.05“ http://www.nws.noaa. gov/er/iln/0218.gif 5 NWS Predictions are Mostly Empirical Computer Modeling (+ Intuition & Experience) Daily Forecasts Ohio River Basin: Dead Link http://www.nws.noaa.gov/er/iln/rvs.htm Try http://www.erh.noaa.gov/er/pit/hydro.htm RIVER FORECASTS - STAGE NATIONAL WEATHER SERVICE PITTSBURGH, PA 1043 AM EST MON FEB 21 2000 RIVER FORECASTS ARE BASED ON A FORECAST OF NO PRECIPITATION IN THE NEXT 24 HOURS. FLD OBSERVED FORECAST 7AM LOCATION STG STG 7AM TUE WED THU OHIO RIVER PITTSBURGH 25 16.7 16.7 16.6 16.6 PIKE ISLAND L/D 37 24.5 18.3 18.0 18.1 WHEELING 36 24.6 18.3 17.9 18.0 ZONE FLASH FLOOD GUIDANCE NATIONAL WEATHER SERVICE OHIO RIVER FORECAST CENTER...WILMINGTON OH ISSUED 0144 PM EST FRI FEB 18 2000 : AVERAGE RAINFALL IN INCHES NEEDED TO BEGIN FLOODING : STEEP TERRAIN CAN GREATLY REDUCE APPARENT INDEX :IDENT 1HR 3HR 6HR 12HR 24HR ZONE NAME :======= ==== ==== ==== ==== ==== ==================== : NWSFO CHARLESTON OHZ066 0.6/ 1.0/ 1.3/ 1.6/ OHZ067 0.6/ 1.1/ 1.3/ 1.6/ OHZ076 0.6/ 1.1/ 1.3/ 1.7/ OHZ075 0.5/ 1.0/ 1.3/ 1.6/ OHZ086 0.5/ 1.0/ 1.2/ 1.6/ OHZ083 0.5/ 1.0/ 1.2/ 1.5/ OHZ087 0.5/ 1.0/ 1.2/ 1.6/ OHZ085 0.5/ 1.0/ 1.3/ 1.7/ OHZ084 0.5/ 1.0/ 1.2/ 1.6/ 2.1 :PERRY CO 2.1 :MORGAN CO 2.2 :WASHINGTON CO 2.1 :ATHENS CO 2.1 :GALLIA CO 2.0 :JACKSON CO 2.1 :LAWRENCE CO 2.2 :MEIGS CO 2.1 :VINTON CO 6 Other Approaches to Floods Rational Method (The Ultimate Open System) Qpk = CIA Qpk = C = Peak Flow (cfs) Runoff Coefficient [0.1 (sandy lawns) to 0.95 (asphalt)] I A = Rainfall Intensity (ft/hr) = Drainage Area (ft2) Unit Hydrograph Rainfall 1 inch Discharge Risin g Lim b Crest Fa llin g Li m b “Base Flow” New “Base Flow” 0 cfs Hydrograph: Base-Flow Separation Discharge Risin g Lim b Crest “Base Flow” Fa lli ng Li m b New “Base Flow” 0 cfs 7 “Separated” Unit Hydrograph Rainfall 1 inch Fa lli ng Ris ing L Discharge “X” imb Crest Li m b 0 cfs Rainfall Crest “2X” “X” g llin Fa Discharge m Li b Rising Lim b 2 inches Unit Hydrograph for 2 Inch Rainfall 0 cfs Rainfall Crest m Li b “Base Flow” “2X” g llin Fa Discharge Rising Lim b 2 inches 2 X Unit Hydrograph + Base Flow 0 cfs 8 Synthetic Hydrograph for 2 Inch Rainfall & Given Base Flow Rainfall Discharge “Base Flow” 0 cfs Cumulative Runoff Time-Area Method of Runoff Modeling 15 min 30 min 45 min 0 min 30 min 60 min Time Prediction from Gage Records Gumbel Plot Log-Pearson Type III Used for High Flows or Low Flows Annual Series: Extremes for Each Year Only vs. Partial Duration: All Events Beyond Threshold 9 n io at l o ap tr ? x E Flood Frequency n io at l o rp te In 200 Flood Frequency • Recurrence Interval: Like Rolling Dice • 100 year flood - BAD TERM • 1 percent flood - Better Cheat R. @ Parsons 1985-1989 Annual Flood Series • • • • • • Date Discharge 05/31/1985 28600 11/05/1985 170000 01/19/1987 16500 01/20/1988 16600 03/06/1989 29100 GageAtPeak 12.68 24.30 9.87 9.90 12.62 Rank #3 #1 #2 10 Cheat R. @ Parsons 1985-1989 Partial Duration Series • • • • • • • • • • • • • • • • Date Discharge 05/31/1985 28600 02/25/1985 23100 03/12/1985 17500 07/10/1985 19900 11/05/1985 170000 11/29/1985 39600 02/04/1986 19200 03/11/1986 18800 03/15/1986 35800 07/02/1986 17000 01/19/1987 16500 01/20/1988 16600 05/06/1988 16500 03/06/1989 29100 08/23/1989 21100 GageAtPeak 12.68 11.45 10.15 10.72 24.30 17.68 13.43 13.33 17.05 12.87 9.87 9.90 9.88 12.62 11.02 Rank #1 #2 #3 Station 03069500 Cheat R. @ Parsons Annual Flood Series Next Slide • • • • • • • • { Date Discharge GageAtPeak 05/26/1990 42500 14.79 12/03/1991 30600 12.93 07/27/1992 26900 12.31 04/01/1993 22300 11.47 02/09/1994 78300 18.85 08/06/1995 19700 10.94 01/19/1996 90100 19.84 Cheat R. @ Parsons 1995-1996 Partial Duration Series • • • • • • • • • • • • • Date Discharge 08/06/1995 19700 05/14/1995 18600 01/19/1996 90100 02/28/1996 23100 05/05/1996 18200 05/06/1996 23300 05/17/1996 50000 05/28/1996 17800 07/19/1996 52500 07/31/1996 50000 08/13/1996 22000 09/06/1996 46600 GageAtPeak 10.94 1995 Annual Flood 10.72 19.84 1996 Annual Flood 11.39 >1995 Annual Flood 10.33 11.43 >1995 Annual Flood 15.71 >1995 Annual Flood 10.25 16.06 >1995 Annual Flood 15.72 >1995 Annual Flood 11.17 >1995 Annual Flood 15.23 >1995 Annual Flood 11 Annual Variations in Floods USGS Data Annual Variations in Floods 12 Cosumnes River, CA, 1997 Box 10.02.f3 Recurrence Interval (Tr) Tr = 1/p = (n+1)/m p = Probability n = Number of Years in Record m = Rank of Event 13 Light Yellow Background Denotes Flood Hydrology Slides from Ward, Andy D. and Trimble, Stanley W., 2004, Environmental Hydrology, 2nd Edition, Lewis Publishers, 462 p. • Source: http://streams.osu.edu/book/lectures.php Air Saturation Precipitated Moisture tu Sa d te ra r Ai Unsaturated Air Causes of Precipitation 14 Thiessen Method for Average Rain Rainfall Rate-Duration-Frequency Rainfall Rate-Duration-Frequency 15 Plant Available Water versus Texture Plant Response to Soil-Water Content Plants do not reduce flooding when it is very dry or very wet! Seasonal Soil Water Balance in Ohio Fig. 3.23 16 U.S. Annual Precipitation http://streams.osu.edu/book/PowerPoints/chapter2.ppt#263,9,Slide 9 Annual Pan Evaporation in the USA Flood Climatology Next Five Figures are from Some Perspectives on Climate and Floods in the Southwestern U.S. U.S. Geological Survey which is abstracted primarily from: Hirschboeck, K.K., 1991, Climate and floods, in Paulson, R.W., Chase, E.B., Roberts, R.S., and Moody, D.W., Compilers, National Water Summary 1988-89--Hydrologic Events and Floods and Droughts: U.S. Geological Survey Water-Supply Paper 2375, p. 99-104. 17 Moisture Sources for “Lower 48” Air-Mass Interactions by Season Precipitable Moisture in the Lower Atmosphere Mean Annual Mean July 18 Rainfall Rate-Duration-Frequency Figure 2.20 Prediction by Month http://streams.osu.edu/book/PowerPoints/chapter2.ppt#284,33,Slide 33 Number of Days With Thunderstorms 19 Tropical Cyclone Tracks & Probability Regional Flood Seasons Qmax Week by Week: All Events 160 160 WEEKLY SUMMARY OF PEAK FLOWS IN THE OHIO RIVER BASIN 140 Frequency 120 120 100 80 80 60 40 40 20 0 0 Ja Ja n 1n 7 2 F e 2-2 b 8 12 M M ar 18 ar 5 2 6 -1 1 -A Ap pr r1 1 M 6M ay 22 ay 7 28 -13 -J Ju un n 3 18 -2 Ju Jul 4 l 3 90- 15 A Au u g g 5 2 Se 0-2 p 6 10 O 16 c O t 1ct 7 2 No 2-2 v 8 12 De - 1 8 De c 3 c 2 -9 431 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 20 Weekly Qmax Summary March, Week 2: 8% of Qmax Events March 1- April 10: ~28% of Qmax Events Late January “Thaw”: Above Normal Late Spring to Mid-Summer: Above Normal October, Week 4: None of 1832 Qmax Events Individual Events Matter Month of Qmax <1.0 km2 Basins Frequency 20 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month of Qmax 10-100 km2 Basins 70 Frequency * * * * * * 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 21 Month of Qmax 1000-10,000 km2 Basins Frequency 140 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month of Qmax >100,000 km2 Basins Frequency 10 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 1937 Total Precip. as % of “Normal” 22 Jan 1937: Portsmouth, Ohio Jan 1937: 60 ft Floodwall Topped, Portsmouth, Ohio There are floods and there are floods! • Variability Contolled by – Basin Size – Topography & Other Basin Characteristics • Urbanization – Climate • Flash Floods vs. 1993 Mississippi River 23 1993 “Flood of the Century” St. Louis Area, 1993 Red River Flood North Dakota & Manitoba April 1997 ccrs.nrcan.gc.ca/radar/spaceborne/radarsat1/action/canada/redfld_e.php www.ltrr.arizona.edu/~sstgeorg/research_files/image005.jpg. www.mvp-wc.usace.army.mil/org/rrn/flood97/photos/S2apr24.jpg 24 Flashy Streams of the Colorado Front Range & Rocky Mountains Big Thompson Canyon Flood, 1976 Big Thompson Canyon Flood, 1976 144 Dead & Missing, $35 Million Damage 25 What Happened in West Virginia on 26 February 1972? Buffalo Creek Flood wvgazette.com/static/series/ wvgazette.com/static/series/ buffalocreek/index.html http://wvgazette.com/static/series/buffalocreek/index.html wvgazette.com/static/series/buffalocreek/index.html 26 wvgazette.com/static/series/buffalocreek/index.html 125 Names wvgazette.com/static/series/buffalocreek/index.html What Went Wrong by Margado and Ward, 1997 • http://wvgazette.com/st atic/series/buffalocreek /dam/dam2.html 27 The Buffalo Creek Flood: an Act of Man call nos. VHS video: WVU-AVL VT3610, DVD: MEDIA DV1359 AV LIB • Where (and what) is Logan County? • What is an “Act of God”? – Precipitation Amounts in Feb 1972? • Who was responsible? Who provided Relief? • What were the dams built from? – Slate? • Why were the “dams” built? • What was Pittston Coal’s response to the flood? • What was the State government response to the flood? – Gov. Moore’s “lame duck” resolution w/ company • What was the citizens response? – $100,000,000 Class Action Suit, settled for >$13,000,000 • What were conditions 2 years later? • “Buffalo Creek Revisited”(1985) • What are general lessons to be learned? Other • Ground-breaking Class Action Suit • Lessons for “FEMA” – Relocation strategy – Psychological Disorders Floods Lecture 2 Schultz House, Johnstown, Pennsylvania 1889 28