1 / 49

MEASURING, DOCUMENTING, AND INTERPRETING THE FLOOD OF 2010

MEASURING, DOCUMENTING, AND INTERPRETING THE FLOOD OF 2010. AP Photo/ Charles Krupa and Stew Milne. PRESENTATION OVERVIEW. Long-term USGS hydrologic network Streamflow measurements during the flood Stage-discharge rating curve extension and changes

yen
Télécharger la présentation

MEASURING, DOCUMENTING, AND INTERPRETING THE FLOOD OF 2010

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. MEASURING, DOCUMENTING, AND INTERPRETING THE FLOOD OF 2010 AP Photo/ Charles Krupa and Stew Milne

  2. PRESENTATION OVERVIEW • Long-term USGS hydrologic network • Streamflow measurements during the flood • Stage-discharge rating curve extension and changes • USGS, NWS, and other agencies cooperation during the flood • Probability of exceedance of the flood • USGS, FEMA, RIEMA, and ACOE and other agencies cooperation after the flood • Identification of high-water marks • Surveying high-water marks • Where do we go from here – other studies

  3. REAL-TIME DATA FEBRUARY 20 – APRIL 5, 2010

  4. PRECIPITATION FROM LATE FEBRUARY – APRIL 2010

  5. PRECIPITATION MARCH 13-15, 2010 Data Courtesy of NWS-Taunton

  6. PRECIPITATION MARCH 22-23, 2010 Data Courtesy of NWS-Taunton

  7. PRECIPITATION MARCH 29-30, 2010 March 29th-30th, 2010 Data Courtesy of NWS-Taunton

  8. TOTAL PRECIPITATIONLATE FEB. – EARLY APRIL 2010 Data Courtesy of NWS-Taunton

  9. USGS RHODE ISLANDSTREAMFLOW-GAGING NETWORK

  10. STREAMFLOW MEASUREMENTS

  11. PAWTUXET RIVER AT CRANSTON

  12. PAWTUXET RIVER AT CRANSTON

  13. HYDROACOUSTICS - ADCP

  14. PAWTUXET RIVER AT CRANSTON • Discharge (Ref: BT) Left to Right Nmb. of Ens. 411 • Start Time09:13:30 Duration 153.75 [s] • Top Q 963.10 [ft³/s] Measured Q 5771.38 [ft³/s] • Bottom Q 1050.74 [ft³/s] (T+M+B) Q 7785.22 [ft³/s] • Total Q 8978.00 [ft³/s]

  15. PAWTUXET RIVER AT CRANSTON Previous max. GH = 14.50 ft (June 7, 1982) for 70 years GH=14.98 ft GH=20.79 ft

  16. PAWTUXET RIVER AT CRANSTON Previous max. Q = 5,440 cfs (June 7, 1982) for 70 years Q=5,380 cfs Q=14,100 cfs

  17. DURING THE FLOODS • 21 of the 27 network streamgages had the highest discharge measurement made in the period of record • 16 stage-discharge rating were extended during the floods to assist the NWS – Advanced Hydrologic Prediction Service (AHPS)

  18. NWS NORTHEAST RIVER FORECAST CENTER

  19. FORECASTINGSTREAM STAGE AND DISCHARGE

  20. STAGE-DISCHARGE RATING CHANGES Rating 42 was prior to the March 30-31 flood with a max. GH = 15.00 ft and Q = 5,200 cfs Rating 42.1 extended to max. GH = 20.00 ft and Q = 9,600 cfs during the flood Rating 43 new – revised with Q measurements during flood with a max. GH = 22.00 ft and Q = 17,200 cfs Note: new Rating 43 had to be extend to a GH of 22 ft, which 7 ft higher than previous ratings.

  21. STAGE-DISCHARGE RATING CHANGES Rating 27 was prior to the March 30-31 flood with a max. GH = 11.00 ft and Q = 2,700 cfs Rating 27.1 extended to max. GH = 16.00 ft and Q = 5,100 cfs during the flood Rating 28 new – revised with Q measurements during flood with a max. GH = 14.00 ft and Q = 5,700 cfs Note: with new Rating 28 at a GH = 11.00 ft – the Q = 3,530 cfs about a 31% increase in Q

  22. S. BRANCH PAWTUXET R. AT WASHINGTON Previous max. Q = 1,980 cfs (June 6, 1982) for 69 years Q=2,060 cfs Q=5,280 cfs

  23. PAWCATUCK RIVERAT WOOD RIVER JUNCTION Previous max. Q = 1,860 cfs (June 7, 1982) for 69 years Q=3,580 cfs

  24. WOOD RIVER AT HOPE VALLEY Previous max. Q = 2,390 cfs (June 6, 1982) for 69 years Q=5,470 cfs

  25. DURING THE FLOODS • Equipment at 1 streamgage (Big River at Rt. 3) was damaged and 1 streamgage (Congdon River) structure and equipment was lost when the bridge washed out • Assistance from the CT and NH-VT WSCs

  26. DURING THE FLOODS • Equipment at 1 streamgage (Big River at Rt. 3) was damaged and 1 streamgage (Congdon River) structure and equipment was lost when the bridge washed out

  27. DURING THE FLOODS Gage re-started At new location 300 ft upstream At new control Q meas. made 3/30 at 16:45 Data stopped 3/30 at 20:15

  28. NEW PEAKS OF RECORD • 17 of the 21 streamgages with at least 10 years of record had a new peak of record • 11 of the 15 streamgages with new peaks of record have from 30-70 years of record (8 of 8 in Pawcatuck River Basin and 2 of 2 in the Pawtuxet River Basin)

  29. FREQUENCY • “The flood is considered to be anywhere between a 100 and 500 year flood… that means for the people here this is a once in a lifetime disaster”(Elysia Rodriguez, WWLP.com 22 News - http://www.wwlp.com/dpp/news/worst-flooding-in-ri-in-100-years) • “We had two 100-year floods in two weeks,” Capone, Taunton NWS said. “This will be much higher than a 100-year flood” (http://www.usatoday.com/weather/floods/2010-03-31-flood_N.htm)

  30. RECURRENCE INTERVALS * STREAMFLOWS EFFECTED BY REGULATED

  31. USGS HYDROLOGIC NOTIFICATION SERVICE • New USGS Hydrologic Notification Service (HNS) sends e-mail or test messages for user defined thresholds of real-time data • Surface water • Groundwater • Water quality • Precipitation • http://water.usgs.gov/rt-hns/

  32. NEW STREAMGAGES ? • Pawtuxet River at Fiskville (outflow of Scituate Reservoir) ? • Pocasset River at Rt. 2 ? • Eastern RI – Adamsville Brook ? • Reservoir elevation gages for Scituate and Flat River Reservoirs ?

  33. QUESTIONS • USGS Information • http://water.usgs.gov/ • http://ri.water.usgs.gov/ • http://water.usgs.gov/rt-hns/ • USGS Contacts • Phil Zarriello (MA-RI WSC) • pzarriel@usgs.gov • (508) 490-5010 • Gardner Bent (MA-RI WSC) • gbent@usgs.gov • (508) 490-5041

  34. USGS-FEMA-RIEMA CHARTERIZING THE FLOOD • HWM Identification • Survey HWMs into NAVD88 • Calculate flood frequency at gages ? • Calculate flow at ungaged sites using indirect methods ? • Develop regression equations for estimating flood frequency at ungaged sites ? • Compare HWM elevations to flood profiles and new flood frequencies with existing Flood Insurance Studies ?

  35. IDENTIFICATION OF HWMs • PHOTOS

  36. IDENTIFICATION OF HWMs • PHOTOS

  37. FLAGGING HWMs – USGS and USACE • Blackstone River Basin • Mainstem Blackstone from Pawtucket to Woonsocket USACE • Branch River to headwaters USACE • Moshassuck River BasinUSACE • Pawcatuck River Basin • Mainstem Pawcatuck from Westerly to Worden Pond USGS • Ashaway River to CT border USGS • Wood River to Rt. 165 USACE • Tomaquag River USGS • Meadow Brook USACE • Beaver River USACE • Usquepaug-Queen River USGS • Chipuxet River USGS • Pawtuxet River Basin • N. Branch Pawtuxet to Scituate Res. to headwaters USGS • Mainstem from North and South Branch to Cranston USGS • Mainstem from Cranston streamgage to mouth USACE • S. Branch Pawtuxet to Flat River Res. to headwaters USACE • Pocasset River USGS • Woonasquatucket River BasinUSGS

  38. SITE MAP HWMs • MAP

  39. HWM DATABASE • Over five days from April 2-7 about 274 HWMs were identified at about 134 sites by USGS • USACE during same period had about 175 HWMs identified at about 90 sites

  40. SURVEYING HWMs RI

  41. FLOOD FREQUENCY STUDY ? • Johnson, C.G., and Laraway, G.A., 1976, Flood magnitude and frequency of small Rhode Island streams: U.S. Geological Survey Open-File Report 76-883, 22 p. • The regression equations developed are for estimating peak discharges with recurrence intervals of 2 and 5 years • The 10-, 25-, and 50-year floods are computed as ratios of the 2-year peak discharge • The regression equations were developed from peak-discharge records from 1966-1971 for 38 stations and are applicable only to rural streams having no significant storage with drainage areas less than 10 square miles

  42. RI FLOOD 2010 STUDY ? • Flood profiles ? • Frequency analyses of HWM sites ? • Comparison to existing Flood Insurance Studies ?

  43. Sources: projo.com; wunderground.com; dot.ri.gov; abc6.com • Providence Journa/Kris Craig Warwick Waste Water Treatment Facility

  44. HIGH FLOW DATA FEBRUARY 20 – APRIL 5, 2010

  45. S. BRANCH PAWTUXET R. AT WASHINGTON Previous max. GH = 5.30 ft (June 6, 1982) for 69 years GH=9.22 ft GH=5.42 ft

  46. Schutt and Cranston Mayor Allan Fung surveyed the flood from a helicopter. "From the sky, you can see how far the Pawtuxet exceeded its banks," Schutt said. "It's now in those areas (the Federal Emergency Management Agency) designated as a one-in-500-years flood event." • The river at Cranston crested Wednesday at 20.7 feet. Flood stage is 9 feet, according to the National Weather Service. Rivers in Connecticut, Massachusetts and New Hampshire will crest through the weekend, said Ed Capone, service coordination hydrologist at the Northeast River Forecast Center. • Flooding elsewhere is forecast to cover roads and inundate some buildings, but around Cranston, Warwick and West Warwick, the flooding is unprecedented, Capone said. • The river gauge at Cranston registered a flow of 14,000 cubic feet per second Tuesday night, compared with the last record flood two weeks ago of 5,000 cubic feet per second, he said. Normal is 750 to 1,000 cubic feet per second. • "We had two 100-year floods in two weeks," Capone said. "This will be much higher than a 100-year flood.“ • (http://www.usatoday.com/weather/floods/2010-03-31-flood_N.htm)

  47. HYDROACOUSTICS

More Related