390 DISCHARGE at PARTIAL-RECORD STATIONS As

Total Page:16

File Type:pdf, Size:1020Kb

390 DISCHARGE at PARTIAL-RECORD STATIONS As 390 DISCHARGE AT PARTIAL-RECORD STATIONS As the number of streams on which streamflow information is likely to be desired far exceeds the number of stream-gaging stations feasible to operate at one time, the Geological Survey collects limited streamflow data at sites other than stream-gaging stations. When limited streamflow data are collected on a systematic basis over a period of years for use in hydrologic analyses, the site at which the data are collected is called a partial-record station. Data collected at these partial-record stations are usable in low-flow or floodflow analyses, depending on the type of data collected. Crest-stage partial-record stations The following table contains annual maximum discharges for crest-stage stations. A crest-stage gage is a device which will register the peak stage occurring between inspections of the gage. A stage-discharge relation for each gage is developed from discharge measurements made by indirect measurements of peak flow or by current meter. The date of the maximum discharge is not always certain but is usually determined by comparison with nearby continuous-record stations, weather records, or local inquiry. Only the maximum discharge and gage height for each water year are given. Information on some lower floods may have been obtained but is not published herein. The years given in the period of record represent water years for which the annual maximum has been determined. Stations that are noted with “METWARN” are part of a flood-warning system for Rapid City and surrounding area and are equipped with real- time satellite data-collection platforms. METWARN stations are operated from April 1 to September 30. Annual maximum discharge at crest-stage partial-record stations Water year 2003 maximum Period of Record Maximum Drainage Period Gage Dis- Gage Dis- Station area of height charge height charge Station no. name Location (mi2) record Date (ft) (ft3/s) Date (ft) (ft3/s) RED RIVER OF THE NORTH BASIN 05051650 La Belle Creek Lat 45° 53'33", long 8.74 1988-99‡, 6-24-03 6.65 175 4- 1-97 12.57 (a) near Veblen, 97° 21'40", in SW1/ 2001-03 5-18-96 7.34 664 1 1 4 SD SW /4 SE /4 sec.1, T.128 N., R.54 W., Marshall County, Hydrologic Unit 09020105, on down- stream left wingwall on county bridge, 3.0 mi west of Veblen on State Highway 25, 2.0 mi north, and 0.5 mi west. Elevation of gage is 1,330 ft above NGVD of 1929, from topographic map. GRAND-MOREAU RIVER BASIN 06357620 Willow Creek Lat 45° 50'00", long 30.0 1999-2003 3-18-03 a4.59 20 7- 7-98 b13.5 (c) near Keldron, 101° 52'02", in SE1/ 1 1 4 SD SE /4 SW /4 sec.27, T.22 N., R.18 E., Corson County, Hydro- logic Unit 10130303, on left downstream bank at bridge, 0.1 mi west of Corson County Road 33, 0.8 mi upstream of West Branch Willow Creek confluence, and 8.0 mi south-southwest of Keldron. Elevation of gage is 2,355 ft above NGVD of 1929, from topographic map. MISSOURI-OAHE RIVER BASIN 06361045 Unnamed tribu- Lat 45° 08'38", long 8.99 1999-2003 5- 4-03 7.63 d140 5- 5-99 9.09 405 tary Swift Bird 100° 23'35", in SW1/ 1 1 4 Bay, Lake NW /4 SE /4 sec.25, Oahe, near T.14 N., R.30 E., LaPlant, SD Dewey County, Hydro- logic Unit 10130105, on left bank at downstream side of county road, 12.6 mi southeast of LaPlant, 25.6 mi south- east of Whitehorse, and 42.4 mi northeast of Eagle Butte. Elevation of gage is 1,660 ft above NGVD of 1929, from topographic map. DISCHARGE AT PARTIAL-RECORD STATIONS 391 Annual maximum discharge at crest-stage partial-record stations Water year 2003 maximum Period of Record Maximum Drainage Period Gage Dis- Gage Dis- Station area of height charge height charge Station no. name Location (mi2) record Date (ft) (ft3/s) Date (ft) (ft3/s) CHEYENNE RIVER BASIN 06394300 Redbird Canyon Lat 43° 46'34", long 62.1 1999-2003 5- 1-03 29.11 106 7- 7-01 30.20 1,140 near 104° 01'37", in SE1/ 1 1 4 Newcastle, SE /4 NW /4 sec.20, WY T.3 N., R.1 E., Custer County, Hydrologic Unit 10120107, 4.1 mi south of Fanny Peak, 9.6 mi east of Newcastle, and 21.0 mi west of Custer. Eleva- tion of gage is 3,580 ft above NGVD of 1929, from topographic map. 06394450 Pass Creek near Lat 43° 33'05", long 35.9 1999-2003 8-17-03 15.49 579 (e) f18.05 1,430 Dewey, SD 103° 56'15", in NE1/ 1 1 4 NE /4 NE /4 sec.12, T.6 S., R.1 E., Custer County, Hydrologic Unit 10120107, in centerline of Pass Creek 7.0 mi east of Dewey on County Road 769 and 140 ft south of road. Elevation of gage is 3,870 ft above NGVD of 1929, from topographic map. 06402470 Beaver Creek Lat 43° 31'20", long 111 1991-97‡, 5- 9-03 11.10 9.9 6-19-99 13.50 120 above Buffalo 103° 21'23", in SW1/ 1999-2003 1 1 4 Gap, SD SE /4 SW /4 sec.13, T.6 S., R.6 E., Custer County, Hydrologic Unit 10120109, on right side of flume approxi- mately 1.0 mi down- stream from commercial fish hatchery and approximately 4.0 mi northeast of Buffalo Gap. Elevation of gage is 3,772 ft above NGVD of 1929, from topo- graphic map. 06402995 French Creek Lat 43° 46'10", long 68.7 1991-97‡, 3-14-03 a,g5.36 g38 8- 7-99 8.87 1,070 above 103° 32'10", in SE1/ 1998-2003 1 1 4 Stockade NW /4 SW /4 sec.21, Lake, near T.3 S., R.5 E., Custer Custer, SD County, Hydrologic Unit 10120109, on right bank 0.3 mi above Stockade Lake, 0.4 mi below mouth of Willow Creek, and 2.5 mi east of Custer on Highway 16A. Elevation of gage is 5,190 ft above NGVD of 1929, from topographic map. 392 DISCHARGE AT PARTIAL-RECORD STATIONS Annual maximum discharge at crest-stage partial-record stations Water year 2003 maximum Period of Record Maximum Drainage Period Gage Dis- Gage Dis- Station area of height charge height charge Station no. name Location (mi2) record Date (ft) (ft3/s) Date (ft) (ft3/s) CHEYENNE RIVER BASIN--Continued 06403810 Battle Creek Lat 43° 54'17", long 6.8 1998-2003 5- 8-03 5.00 5.9 6-18-99 8.48 h1,140 above 103° 27'48", in SE1/ 1 1 4 Keystone, SD SW /4 NE /4 sec.1, T.2 S., R.5 E., Pennington County, Hydrologic Unit 10120109, on right bank 15 ft downstream from concrete culvert along Pennington County Highway 323 about 3.0 mi west of Keystone. Elevation of gage is 4,600 ft above NGVD of 1929, from topographic map. METWARN station. 06403850 Grizzly Bear Lat 43° 52'41", long 4.52 1998-2003 6- 9-03 g2.59 g1.2 7-11-01 5.60 713 Creek near 103° 26'14", in NW1/ 1 1 4 Keystone, SD SW /4 NW /4 sec.17, T.2 S., R.6 E., Pennington County, Hydrologic Unit 10120109, on down- stream right wingwall of Highway 16A bridge, and 1.2 mi southwest of Keystone. Elevation of gage is 4,510 ft above NGVD of 1929, from topographic map. METWARN station. 06404800 Grace Coolidge Lat 43° 48'07", long 7.48 1989-98‡, 5-21-03 g4.50 4.3 5- 8-95 7.57 337 Creek near 103° 26'03", in NE1/ 1999-2003 1 1 4 Hayward, SD NW /4 SW /4 sec.8, T.3 S., R.6 E., Custer County, Hydrologic Unit 10120109, in Custer State Park, at right downstream side of bridge, near intersection of State Highway 87 and CSP 753, approximately 1.0 mi upstream from Center Lake, and 7.0 mi southwest of Hayward. Elevation of gage is 4,780 ft above NGVD of 1929, from topographic map. 06405800 Bear Gulch near Lat 43° 47'31", long 4.23 1989-98‡, e5- 1-03 6.31 31 9- 7-89 f10.68 h1,250 Hayward, SD 103° 20'49", in NW1/ 1999-2003 1 1 4 SW /4 NE /4 sec.13, T.3 S., R.6 E., Custer County, Hydrologic Unit 10120109, in Custer State Park, on right bank 3.5 mi upstream from mouth, 2.1 mi north from inter- section of Alt. 16 and Highway 36, and 5.5 mi south of Hayward. Elevation of gage is 4,110 ft above NGVD of 1929, from topographic map. DISCHARGE AT PARTIAL-RECORD STATIONS 393 Annual maximum discharge at crest-stage partial-record stations Water year 2003 maximum Period of Record Maximum Drainage Period Gage Dis- Gage Dis- Station area of height charge height charge Station no. name Location (mi2) record Date (ft) (ft3/s) Date (ft) (ft3/s) CHEYENNE RIVER BASIN--Continued 06406700 Spring Creek at Lat 43° 51'58", long 42.3 1998-2003 6-15-03 4.70 32 6-18-98 8.23 430 Oreville, near 103° 37'24", in SE1/ 1 1 4 Hill City, SD NW /4 NE /4 sec.22, T.2 S., R.4 E., Pennington County, Hydrologic Unit 10120109, on left bank 75 ft downstream from Tenderfoot Creek, near U.S.
Recommended publications
  • 2021 Abstracts
    2021 WESTERN SOUTH DAKOTA HYDROLOGY CONFERENCE Program and Abstracts April 21–22, 2021 Virtual conference 2021 Western South Dakota Hydrology Conference This program and abstracts book has been produced in conjunction with the virtual 2021 Western South Dakota Hydrology Conference (19th annual). This document provides summaries of the presentations made during the conference, and gives attendees contact information for the presenters for additional questions or collaboration following the conference. The purpose of the Western South Dakota Hydrology Conference is to bring together researchers from Federal, State, University, local government, and private organizations and provide a forum to discuss topics dealing with water, energy, and environmental issues in western South Dakota and the entire upper Great Plains region. This meeting provides an opportunity for hydrologists, geologists, engineers, scientists, geographers, students, and other interested individuals to exchange ideas, discuss mutual problems, and summarize results of studies. ACKNOWLEDGMENTS Many people have contributed to this meeting. The presenters are thanked for their contributions and moderators are thanked for their help in streamlining the presentations. The organizing agencies are thanked for support: National Weather Service, RESPEC, South Dakota Department of Agriculture and Natural Resources, South Dakota School of Mines and Technology, U.S. Geological Survey, and West Dakota Water Development District. The chairpersons for this meeting were Melissa Smith (National Weather Service), Lacy Pomarleau (RESPEC), Joanne Noyes (South Dakota Department of Agriculture and Natural Resources), Scott Kenner (South Dakota School of Mines and Technology), Liangping Li (South Dakota School of Mines and Technology), J. Foster Sawyer (South Dakota School of Mines and Technology), Arden Davis (South Dakota School of Mines and Technology), Galen Hoogestraat (U.S.
    [Show full text]
  • Lake Elwell (Tiber Dam)
    Upper Missouri River Basin Water Year 2013 Summary of Actual Operations Water Year 2014 Annual Operating Plans U.S. Department of Interior Bureau of Reclamation Great Plains Region TABLE OF CONTENTS SUMMARIES OF OPERATION FOR WATER YEAR 2013 FOR RESERVOIRS IN MONTANA, WYOMING, AND THE DAKOTAS INTRODUCTION RESERVOIRS UNDER THE RESPONSIBILITY OF THE MONTANA AREA OFFICE SUMMARY OF HYDROLOGIC CONDITIONS AND FLOOD CONTROL OPERATIONS DURING WY 2013 ........................................................................................................................ 1 FLOOD BENEFITS...................................................................................................................... 12 UNIT OPERATIONAL SUMMARIES FOR WY 2013 .............................................................. 14 Clark Canyon Reservoir ............................................................................................................ 14 Canyon Ferry Lake and Powerplant ......................................................................................... 21 Helena Valley Reservoir ........................................................................................................... 32 Sun River Project ...................................................................................................................... 34 Gibson Reservoir .................................................................................................................. 34 Pishkun Reservoir ................................................................................................................
    [Show full text]
  • 107 Part 208—Flood Control Regulations
    Corps of Engineers, Dept. of the Army, DoD § 208.10 PART 208—FLOOD CONTROL sponsible for the efficient operation REGULATIONS and maintenance of all of the struc- tures and facilities during flood periods Sec. and for continuous inspection and 208.10 Local flood protection works; mainte- maintenance of the project works dur- nance and operation of structures and fa- ing periods of low water, all without cilities. cost to the United States. 208.11 Regulations for use of storage allo- (3) A reserve supply of materials cated for flood control or navigation and/ or project operation at reservoirs subject needed during a flood emergency shall to prescription of rules and regulations be kept on hand at all times. by the Secretary of the Army in the in- (4) No encroachment or trespass terest of flood control and navigation. which will adversely affect the effi- 208.19 Marshall Ford Dam and Reservoir cient operation or maintenance of the (Mansfield Dam and Lake Travis), Colo- project works shall be permitted upon rado River, Tex. 208.22 Twin Buttes Dam and Reservoir, Mid- the rights-of-way for the protective fa- dle and South Concho Rivers, Tex. cilities. 208.25 Pensacola Dam and Reservoir, Grand (5) No improvement shall be passed (Neosho) River, Okla. over, under, or through the walls, lev- 208.26 Altus Dam and Reservoir, North Fork ees, improved channels or floodways, Red River, Okla. nor shall any excavation or construc- 208.27 Fort Cobb Dam and Reservoir, Pond (Cobb) Creek, Oklahoma. tion be permitted within the limits of 208.28 Foss Dam and Reservoir, Washita the project right-of-way, nor shall any River, Oklahoma.
    [Show full text]
  • 41:07:03:03. Daily, Possession, and Length Limit Restrictions on Special Management Waters -- Additional Restrictions Described
    41:07:03:03. Daily, possession, and length limit restrictions on special management waters -- Additional restrictions described. Daily limit, possession limit, length limit, and additional restrictions on special management waters are described as follows: (1) Catfish may be taken without limit on the Grand, Moreau, Cheyenne, Belle Fourche, Bad, White, and Little Missouri Rivers; and in the inland waters of the Missouri River and its impoundments; (2) In the waters of Lake Alvin and Nine Mile Creek from the Lake Alvin Dam to the Sioux River in Lincoln County, Lake Campbell in Campbell County, Murdo City Lake, Murdo Railroad Lake, and Richland Dam in Jones County, Sheridan Lake in Pennington County, Lake Hiddenwood in Walworth County, Lake Menno in Hutchinson County, Lake Mitchell in Davison County, Firesteel Creek above Lake Mitchell to Davison County Road No. 12 (Loomis Oil), Wilmarth Lake in Aurora County, Marindahl Lake and Lake Yankton in Yankton County, Tripp Lake in Hutchinson County, Rosehill Lake and Jones Lake in Hand County, Durkee Lake and Curlew Lake in Meade County, Burke Lake in Gregory County, Simon Lake in Potter County, Corsica Lake in Douglas County, Richmond Lake in Brown County, Lake Henry and East and West Heritage GPA ponds in Bon Homme County, and McCook Lake in Union County, New Underwood Lake in Pennington County, Stockade Lake and Bismarck Lake in Custer County, the minimum length limit for largemouth and smallmouth bass is 15 inches; (3) In New Wall Dam in Pennington County, Newell Lake in Butte County, and
    [Show full text]
  • Boysen Reservoir and Powerplant
    Upper Missouri River Basin Water Year 2015 Summary of Actual Operations Water Year 2016 Annual Operating Plans U.S. Department of Interior Bureau of Reclamation Great Plains Region TABLE OF CONTENTS SUMMARIES OF OPERATION FOR WATER YEAR 2015 FOR RESERVOIRS IN MONTANA, WYOMING, AND THE DAKOTAS INTRODUCTION RESERVOIRS UNDER THE RESPONSIBILITY OF THE MONTANA AREA OFFICE SUMMARY OF HYDROLOGIC CONDITIONS AND FLOOD CONTROL OPERATIONS DURING WY 2015 ........................................................................................................................ 1 FLOOD BENEFITS ...................................................................................................................... 13 UNIT OPERATIONAL SUMMARIES FOR WY 2015 .............................................................. 15 Clark Canyon Reservoir ............................................................................................................ 15 Canyon Ferry Lake and Powerplant .......................................................................................... 21 Helena Valley Reservoir ........................................................................................................... 32 Sun River Project ...................................................................................................................... 34 Gibson Reservoir ................................................................................................................... 34 Pishkun Reservoir ................................................................................................................
    [Show full text]
  • 2015 South Dakota Drought Mitigation Plan 2015
    SOUTH DAKOTA DROUGHT MITIGATION PLAN November 2015 Prepared by the South Dakota Drought Task Force In partnership with the South Dakota Office of Emergency Management Department of Public Safety South Dakota Drought Mitigation Plan November 2015 Prepared by the South Dakota Drought Task Force In partnership with the South Dakota Office of Emergency Management Department of Public Safety With professional planning assistance from Amec Foster Wheeler, Inc. Table of Contents 1 PREREQUISITE .................................................................................................................. 1-1 1.1 Adoption ...................................................................................................................... 1-1 2 PLANNING PROCESS ........................................................................................................ 2-1 2.1 Description of the Planning Process ........................................................................... 2-1 2.2 Coordination among Agencies .................................................................................... 2-4 2.3 Program Integration .................................................................................................... 2-8 3 VULNERABILITY ASSESSMENT .................................................................................... 3-1 3.1 Identifying the Drought Hazard .................................................................................. 3-1 3.2 Drought Hazard Profile ..............................................................................................
    [Show full text]
  • 06-02-1972 Rapid City SD – Carter – Tank – Summers -3 Ffs Flood Rescue Dam Fail
    06-02-1972 Rapid City SD – Carter – Tank – Summers -3 FFs Flood Rescue Dam Fail RAPID CITY FIRE DEPT. https://penningtoncountyemergency.wordpress.com/2015/06/09/remembering- the-flood-of-1972/ Then: 1972 Fire Chief Ken Johnson 71 responding personnel 3 Sub-stations, (Stations 3, 4, & 7) 3 Firefighters lost in the flood, Capt. George Carter, Lt. Henry “Hank” Tank, George “Ike” Sumners Now: 2012 https://penningtoncountyemergency.files.wordpress.com/2015/06/newspaper- june-26-pd-and-fd1.jpg PSDiver Magazine www.PSDiver.com Page 1 https://news.google.com/newspapers?nid=1241&dat=19720612&id=Rm9TAAAAIBAJ&sjid=8IUDAAAAIB AJ&pg=5474,5031249&hl=en PSDiver Magazine www.PSDiver.com Page 2 Historical Vignette: The Rapid City Flood, June 1972 http://www.nwo.usace.army.mil/Media/Fact-Sheets/Fact-Sheet-Article- View/Article/581806/historical-vignette-the-rapid-city-flood-june-1972/ The Rapid City Flood, June 1972 The citizens of Rapid City, South Dakota, thought of their visitors and themselves when they won Works Progress Administration funding in the 1930's to build Canyon Lake Dam on Rapid Creek. The 1,000-foot-long dam was built on the edge of the city. With a 70-foot base and 30-foot crown, the 20-foot-high dam backed up a 40-acre lake for recreation. The lake was great for fishing and boating, but the dam's 3.5-foot free-board was inadequate for containment of any substantial flood. Courtesy Lincoln-Mercury, Inc., Rapid City. Graphic Restoration by Al Barrus As Rapid City grew, so did the need for drinking water.
    [Show full text]
  • Upper Missouri River Basin Water Year 2017 Summary of Actual
    Upper Missouri River Basin Water Year 2017 Summary of Actual Operations U.S. Department of Interior Bureau of Reclamation Great Plains Region TABLE OF CONTENTS SUMMARIES OF OPERATION FOR WATER YEAR 2017 FOR RESERVOIRS IN MONTANA, WYOMING AND THE DAKOTAS TABLE OF CONTENTS ................................................................................................................. i INTRODUCTION ......................................................................................................................... iv MONTANA AREA OFFICE WY 2017 SUMMARY ................................................................................................................... 1 October through December ......................................................................................................... 1 January through March ............................................................................................................... 8 April through June .................................................................................................................... 10 July through September ............................................................................................................ 13 FLOOD BENEFITS...................................................................................................................... 16 UNIT OPERATIONAL SUMMARIES FOR WY 2017 .............................................................. 19 Clark Canyon Reservoir ...........................................................................................................
    [Show full text]
  • Corps of Engineers, Dept. of the Army, Dod § 208.11
    Corps of Engineers, Dept. of the Army, DoD § 208.11 § 208.11 Regulations for use of storage the interest of flood control and navi- allocated for flood control or navi- gation as follows: gation and/or project operation at reservoirs subject to prescription of The operation and maintenance of the rules and regulations by the Sec- dams shall be subject to reasonable rules and retary of the Army in the interest of regulations of the Secretary of the Army in flood control and navigation. the interest of flood control and navigation. NOTE: This Regulation will also be applica- (a) Purpose. This regulation pre- ble to dam and reservoir projects operated scribes the responsibilities and general under provisions of future legislative acts procedures for regulating reservoir wherein the Secretary of the Army is di- projects capable of regulation for flood rected to prescribe rules and regulations in the interest of flood control and navigation. control or navigation and the use of The Chief of Engineers, U.S. Army Corps of storage allocated for such purposes and Engineers, is designated the duly authorized provided on the basis of flood control representative of the Secretary of the Army and navigation, except projects owned to exercise the authority set out in the Con- and operated by the Corps of Engi- gressional Acts. This Regulation will nor- neers; the International Boundary and mally be implemented by letters of under- Water Commission, United States and standing between the Corps of Engineers and project owner and will incorporate the provi- Mexico; and those under the jurisdic- sions of such letters of understanding prior tion of the International Joint Com- to the time construction renders the project mission, United States, and Canada, capable of significant impoundment of and the Columbia River Treaty.
    [Show full text]
  • Rapid Valley Project History
    Rapid Valley Project Christopher J. McCune Bureau of Reclamation 2001 Table of Contents The Rapid Valley Project........................................................2 Project Location.........................................................2 Historic Setting .........................................................3 Project Authorization.....................................................7 Construction History .....................................................9 Post-Construction History................................................15 Settlement of the Project .................................................20 Uses of Project Water ...................................................20 Conclusion............................................................21 About The Author ............................................................21 Bibliography ................................................................22 Manuscript and Archival Collections .......................................22 Government Documents .................................................22 Books ................................................................22 Newspapers ...........................................................23 Journal Articles ........................................................23 Websites..............................................................23 Index ......................................................................24 1 The Rapid Valley Project As the 20th century progressed, the Bureau of Reclamation began focusing
    [Show full text]
  • DEVELOPMENT of AX Evapomtiobi Flap for Tlic STATE of \NO?IING for PURPOSES of ESTIMATING EVAPORATION and EVAPOTRRNSPIRATION Larr
    DEVELOPMENT OF AX EVAPOMTIObi FlAP FOR TlIC STATE OF \NO?IING FOR PURPOSES OF ESTIMATING EVAPORATION AND EVAPOTRRNSPIRATION bY Larry Eugene Lewis A Thesis Submitted to the Department of Civil and Architectural Engineering and The Graduate School oE the University of Vyoming in Partial Fulfillment of Requirements for the degree of IIas ter of Science University of \Jyoming Laramie, Wyoming Play, 1975 ACKNOWLEDGMENTS I would like to express my appreciation to my wife, Melanie, with- out whose support and understanding I would never have been able to complete my graduate studies. I would also like to express my sincere appreciation to Dr. Victor Hasfurther for his invaluable guidance and time. My thanks also to Mr. Paul Rechard for his many suggestions and guidance, and to Dr. Robert Burman, the third member of my Graduate Committee. Funding for this study was provided by a grant from the U.S. Environmental Protection Agency, U.S. Department of the Interior, Contract No. R-805185-01-0, acting by and through the Wyoming Water Resources Research Institute. Lewis, Larry E., -_ Devclojment of an Evaporation Nap for the State of b&orning for Purposes of Estimating Evaporation arid Evapotranspiration, N.S., Department of Civil Engin- eering, >lay 1978. Thesis directed by Dr. Victor Hasfurther. This thesis uses May through September Class A pan evaporation values to develop Average Annual Class A pan evaporation, and Average Annual Lake Evaporation maps for the State of IJyominp,. These maps arc then available for use in estimating evaporation and seasonal evapo- transpiration values for water resource studies in the State of Wyoming.
    [Show full text]
  • Index a B C Index
    INDEX INDEX 481 A Big Sioux River, at Klondike, IA . 422 Aberdeen, Foot Creek near . 300–301, 457 at Lake Kampeska, near Watertown . 401 Moccasin Creek at . 298–299, 457 at North Cliff Avenue, at Sioux Falls. 362–372, 464 Access to USGS water data . 23 at North Sioux City, IA . 429 Akron, IA, Big Sioux River at . 378–380, 465 at Watertown . 336–337, 461 Angostura Dam, Cheyenne River below . 72–73, 433 below diversion, at Sioux Falls . 403 Angostura Reservoir near Hot Springs . 70 below wastewater effluent, near Brookings . 470 Annie Creek near Lead . 150–151, 444 below wastewater effluent, near Watertown . 470 Antelope Creek, near Langford (James River Basin) . 398, 457 below wastewater wetland, near Volga . 470 near Mission (Niobrara River Basin) . 397, 455 below Watertown . 340–341, 462 Ashton, James River at . 304–305, 458 diversion at North Drive, at Sioux Falls. 471 Aurora Center, East Fork Platte Creek near . 397, 454 downstream Sioux Falls wastewater discharge, Avon, Choteau Creek near . 397, 455 at Sioux Falls . 471 near Brandon . 421 B near Broken Kettle, IA . 428 Bad River, near Fort Pierre. 206–210 near Brookings . 346–347, 463 near Midland. 204, 449 near Bruce . 344–345, 462 Battle Creek, above Keystone. 387, 435 near Canton . 423 at Hermosa . 88–89, 436 near Castlewood . 342–343, 462 below Hermosa. 90–91, 436 near Dell Rapids . 348–356, 463 near Keystone . 84–85, 435 near Florence . 330–331, 461 Beadle County, ground-water levels in. 472 near Renner . 471 Bear Butte Creek, near Deadwood . 190–191, 448 near Richland .
    [Show full text]