Minnesota Rivers a Primer
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Physical Characteristics of Stream Subbasins in The
PHYSICAL CHARACTERISTICS OF STREAM SUBBASINS IN THE SANOCKI PHYSICAL CHARACTERISTICS OF STREAM RIVER,SUBBASINS THE UPPER IN CEDAR RIVER, UPPER WAPSIPINICON ROCK SHELL ANDRIVER, UPPER WAPSIPINICON RIVER, UPPER CEDAR RIVER, SHELL ROCK OFR 99-471 RIVER, AND WINNEBAGO RIVER BASINS, SOUTHERN MINNESOTA AND NORTHERN IOWA MINNESOTA SOUTHEASTERN BASINS, RIVER, WINNEBAGO By Christopher A. Sanocki Open-File Report 99-471 Prepared in cooperation with the Minnesota Department of Transportation 99-471 OFR Mounds View, Minnesota 2000 U.S. Department of the Interior U.S. Geological Survey 3K\VLFDO &KDUDFWHULVWLFV RI 6WUHDP 6XEEDVLQV LQ WKH 8SSHU :DSVLSLQLFRQ 5LYHU 8SSHU &HGDU 5LYHU 6KHOO 5RFN 5LYHU DQG :LQQHEDJR 5LYHU %DVLQV 6RXWKHUQ 0LQQHVRWD DQG 1RUWKHUQ ,RZD %\ &KULVWRSKHU $ 6DQRFNL $EVWUDFW Data that describe the physical characteristics of stream subbasins upstream from selected sites on streams in the Upper Wapsipinicon River, Upper Cedar River, Shell Rock River, and Winnebago River Basins, located in southern Minnesota and northern Iowa are presented in this report. The physical characteristics are the drainage area of the subbasin, the percentage area of the subbasin covered only by lakes, the percentage area of the subbasin covered by both lakes and marsh, the main-channel length, and the main-channel slope. Stream sites include outlets of subbasins of at least 5 square miles, and locations of U.S. Geological Survey high-flow, and continuous-record gaging stations. ,QWURGXFWLRQ Selected data for sites on streams at outlets of subbasins larger than about 5 square miles; at This is the 16th report in a series detailing locations of U.S. Geological Survey (USGS) high- subbasin characteristics of streams in Minnesota flow, and continuous-record gaging stations and adjacent states. -
Minnesota River at Belle Plaine Low Point Staff Gauge Ucoop 735
Report Date: 09/20/2021 --------------------------------------------------------------------------------------------------------------------------------- NWSLI CITY AZRAN ST COUNTY LAT (DMS) LON(DMS) LAT(DD) LON(DD) STNTYPE WFO DETAIL PROGRAM PROGRAM ID ELEV --------------------------------------------------------------------------------------------------------------------------------- AADM5 ADA MN NORMAN 47 18 00N 096 31 00W 47.3000 -96.5167 WOS FGF UCOOP 906 ADAM5 ADA MN NORMAN 47 18 00N 096 31 00W 47.3000 -96.5167 WOS FGF COOPAB 21-0018 906 ADEM5 ADA 3E MN NORMAN 47 18 00N 096 26 00W 47.3000 -96.4333 WOS FGF UCOOP ADSM5 ADA 2S MN NORMAN 47 15 45N 096 30 03W 47.2625 -96.5008 WOS FGF WILD RICE RVR NR ADA GOES 5531C28E UCOOP AWNM5 ADA 1N MN NORMAN 47 19 16N 096 30 50W 47.3211 -96.5139 WOS FGF ADA NDAWN MESO-ST 78 910 ADOM5 ADOLPH 1N MN ST. LOUIS 46 47 56N 092 16 51W 46.7989 -92.2808 WOS DLH UCOOP ADRM5 ADRIAN MN NOBLES 43 37 57N 095 56 32W 43.6325 -95.9422 WOS FSD UCOOP 1650 AFTM5 AFTON 2NNW MN WASHINGTON 44 55 24N 092 47 31W 44.9234 -92.7920 WOS MPX AFTON 2 NNW UCOOP 840 AIT AITKIN MN AITKIN 46 32 54N 093 40 36W 46.5483 -93.6767 WOS DLH AWOS AITM5 AITKIN 2E MN AITKIN 46 31 33N 093 40 03W 46.5257 -93.6674 WOS DLH AITKIN 2E COOPAB 21-0059 1215 Report Date: 09/20/2021 --------------------------------------------------------------------------------------------------------------------------------- NWSLI CITY AZRAN ST COUNTY LAT (DMS) LON(DMS) LAT(DD) LON(DD) STNTYPE WFO DETAIL PROGRAM PROGRAM ID ELEV --------------------------------------------------------------------------------------------------------------------------------- -
Statistical Summaries of Selected Iowa Streamflow Data--Table 1
Table 1 1 Table 1. Streamgages in Iowa included in this study. [no., number] Map Streamgage number Streamgage name Link to streamflow statistics for streamgage number (fig. 1) 1 05387440 Upper Iowa River at Bluffton, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05387440_stats.docx 2 05387500 Upper Iowa River at Decorah, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05387500_stats.docx 3 05388000 Upper Iowa River near Decorah, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05388000_stats.docx 4 05388250 Upper Iowa River near Dorchester, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05388250_stats.docx 5 05388500 Paint Creek at Waterville, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05388500_stats.docx 6 05389000 Yellow River near Ion, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05389000_stats.docx 7 05389400 Bloody Run Creek near Marquette, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05389400_stats.docx 8 05389500 Mississippi River at McGregor, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05389500_stats.docx 9 05411400 Sny Magill Creek near Clayton, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05411400_stats.docx 10 05411600 Turkey River at Spillville, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05411600_stats.docx 11 05411850 Turkey River near Eldorado, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05411850_stats.docx 12 05412000 Turkey River at Elkader, Iowa http://pubs.usgs.gov/of/2015/1214/downloads/05412000_stats.docx 13 05412020 Turkey River above French Hollow Creek at http://pubs.usgs.gov/of/2015/1214/downloads/05412020_stats.docx -
A STATE WATER TRAIL GUIDE to the LONG PRAIRIE RIVER the LONG to TRAIL GUIDE WATER STATE a Creek 71 7 66 3
A STATE WATER TRAIL GUIDE TO THE LONG PRAIRIE RIVER 1010 73 210210 210210 210210 7575 11 210210 2323 7777 C 21 r 210210 9 ow Motley CASS CO. 210210 Wing 2929 73 210210 10 7575 73 River Hewitt 7 5 O. Inman Route Description of the Long Prairie River 71 68 WMA Lawrence 28 WMA TODD C NOTE: (R) and (L) represent right and left banks of the river when facing downstream. 7676 7272 RIVER MILE 28 2323 Staples PRAIRIE 11 MORRISONMO CO 7777 9 WMA 93.7 Lake Carlos State Park and lake outlet. 47.3 Riverside Drive bridge. 73 7 47.2 2 Campround and access. Railroad bridge. 24 93.4 Dam. 47.2 State Highway 71 bridge. 2323 10 7575 91.9 State Highway 29 bridge. 37.5 County Highway 90 bridge. 2121 Elmo WMA Moran 91.9(R) State Highway 29 carry in access. 34.2 (R) Carry in access, city of Browerville. 2424 2424 202202 2424 91.1 Miltona Carlos Road bridge. 33.0 County Highway 14 bridge. Bertha 66 28 LONG 89.3 Soo Line Railroad bridge. 29.1 County Highway 79 bridge. 74 Philbrook 86.4 County Highway 65 bridge. 27.9- Long Prairie State WMA. WMA 40 Shamin 84.0 County Highway 3 bridge. 24.0 74 15 eau Lake 79.9 County Highway 3 bridge. 26.0 (R) Long Prairie WMA carry in access. 1 County Highway 3 bridge. 21.9 77.1 Oak Ridge Road bridge. 7 72.7 County Highway 1 bridge. 19.0 400th Street bridge. Brook 66.9 County Highway 69 bridge. -
Delineation Percentage
Lake Superior - North Rainy River - Headwaters Lake Superior - South Vermilion River Nemadji River Cloquet River Pine River Rainy River - Rainy Lake Little Fork River Mississippi River - Headwaters Leech Lake River Upper St. Croix River Root River Big Fork River Mississippi River - Winona Upper/Lower Red Lake Kettle River Mississippi River - Lake Pepin Mississippi River - Grand Rapids Mississippi River - La Crescent Crow Wing River Otter Tail River Mississippi River - Reno Mississippi River - Brainerd Zumbro River Redeye River Upper Big Sioux River Mississippi River - Twin Cities Snake River Des Moines River - Headwaters St. Louis River Rum River Lower Big Sioux River Lower St. Croix River Cottonwood River Minnesota River - Headwaters Cannon River Mississippi River - St. Cloud Long Prairie River Lake of the Woods Lower Rainy North Fork Crow River Mississippi River - Sartell Lac Qui Parle River Buffalo River Wild Rice River Minnesota River - Mankato Sauk River Rock River Redwood River Snake River Chippewa River Watonwan River Clearwater River East Fork Des Moines River Red River of the North - Sandhill River Upper Red River of the North Blue Earth River Red River of the North - Marsh River Roseau River Minnesota River - Yellow Medicine River Le Sueur River Little Sioux River Bois de Sioux River Cedar River Lower Minnesota River Pomme de Terre River Red Lake River Lower Des Moines River Upper Iowa River Red River of the North - Tamarac River Shell Rock River Two Rivers Rapid River Red River of the North - Grand Marais Creek Mustinka River South Fork Crow River Thief River Winnebago River Upper Wapsipinicon River 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% %Altered %Natural %Impounded %No Definable Channel wq-bsm1-06. -
Geologic Atlas of Wadena County, Minnesota
Prepared and Published with the Support of COUNTY ATLAS SERIES ATLAS C-40, PART A MINNESOTA GEOLOGICAL SURVEY THE WADENA COUNTY BOARD OF COMMISSIONERS, AND Wadena County Harvey Thorleifson, Director the Minnesota Environment and Natural Resources Trust Fund as recommended by the Legislative-CitiZen Commission on Minnesota Resources, Plate 2—Bedrock Geology AND the Minnesota Legacy Amendment'S Clean Water Fund 95° 7' 30" 95° 94° 52' 30" R. 33 W. HUBBARD COUNTY R. 35 W. R. 34 W. HUBBARD COUNTY A Ku 420 435 420 Blueberry 420 Lower 6 1 420 420 River 6 420 1 435 Twin 6 ]71 Amv Lake 1 Blueberry 420 Acg Shell River 420 River Aif 420 Acg BEDROCK GEOLOGY 420 WAD-3 CASS COUNTY Lake 420 435Kettle Acd 420 87 420 ) Stocking Wing By River Lake BLUEBERRY SHELL RIVER 420 Amy L. Radakovich and V.W. Chandler T. 138 N. T. 138 N. Finn Acg Menahga 420 HUNTERSVILLE Jim Cook 420 Lake Crow � Aif Lake 420 46° 45' 46° 45' dn Spirit LOCATION DIAGRAM Lake 2016 )87 420 420 450 435 420 420 Acv Acg Burgen �as Lake 31 36 Acd Creek 36 31 31 36 CORRELATION OF MAP UNITS BECKER COUNTY 435 450 Acv 420 1 6 1 6 420 1 6 INTRUSIVE ROCKS SUPRACRUSTAL ROCKS 435 Yaeger Lake p 420 m Ku Cretaceous MESOZOIC a 420 w Mud S unconformity Cat Lake River Foreland basin, ANIMIKIE GROUP as 450 420 Penokean orogen Kenora-Kabetogama dike swarm PALEO- OTTER TAIL COUNTY TAIL OTTER ]71 Intrusions of PROTEROZOIC Rice Aci 435 Lake uncertain age dn dr 420 ig 420 B Kitten 435 420 Am Ag WAWA SUBPROVINCE Creek 420 ORTON 435 Creek RED EYE MEADOW T. -
Water Quality Trends at Minnesota Milestone Sites
Water Quality Trends for Minnesota Rivers and Streams at Milestone Sites Five of seven pollutants better, two getting worse June 2014 Author The MPCA is reducing printing and mailing costs by using the Internet to distribute reports and David Christopherson information to wider audience. Visit our website for more information. MPCA reports are printed on 100% post- consumer recycled content paper manufactured without chlorine or chlorine derivatives. Minnesota Pollution Control Agency 520 Lafayette Road North | Saint Paul, MN 55155-4194 | www.pca.state.mn.us | 651-296-6300 Toll free 800-657-3864 | TTY 651-282-5332 This report is available in alternative formats upon request, and online at www.pca.state.mn.us . Document number: wq-s1-71 1 Summary Long-term trend analysis of seven different water pollutants measured at 80 locations across Minnesota for more than 30 years shows consistent reductions in five pollutants, but consistent increases in two pollutants. Concentrations of total suspended solids, phosphorus, ammonia, biochemical oxygen demand, and bacteria have significantly decreased, but nitrate and chloride concentrations have risen, according to data from the Minnesota Pollution Control Agency’s (MPCA) “Milestone” monitoring network. Recent, shorter-term trends are consistent with this pattern, but are less pronounced. Pollutant concentrations show distinct regional differences, with a general pattern across the state of lower levels in the northeast to higher levels in the southwest. These trends reflect both the successes of cleaning up municipal and industrial pollutant discharges during this period, and the continuing challenge of controlling the more diffuse “nonpoint” polluted runoff sources and the impacts of increased water volumes from artificial drainage practices. -
Along the Mississippi from Rice Lake to Boom Lake
Along the Mississippi from Rice Lake to Boom Lake by Ann M. Nelson August 9, 2018 Introduction Throughout the early days of Brainerd, the Mississippi river served as the highway for the millions and millions of logs driven to the sawmills of Minneapolis prior to the establishment of large sawmills on the river in Brainerd. The river acted as a storage area for the logs that were to remain in the city to be milled in its sawmills. Steamboats plied the river carrying equipment and other supplies to the logging camps of the northern woods as well as providing pleasure excursions for the citizens of Brainerd before the dam was completed in 1888. Much of the water used in homes and businesses was provided by the river until 1920 when the city completed the water tower and the system of wells which finally provided clean, uncontaminated water to Brainerd citizens. Over the years, numerous bridges were built over the Mississippi at Brainerd, ferries carried passengers across the river; parks, as well as sawmills, breweries and hospitals were located along its banks. Even Evergreen Cemetery is located near the river. For years, property within the city of Brainerd located near the river was considered the most undesirable and this is where the “red light” district was located. Steamboats The early steamers on the Mississippi burned wood and were used mostly to haul men and supplies to the lumber camps that dotted the shores of the river. Although not as profitable, steamboat owners also operated excursions and hauled farm produce from and supplies to the few farms that had been established near the river. -
Nutrient Delivery from the Mississippi River to the Gulf of Mexico And
the entire landscape must be considered if hydrologic and water quality models are doi:10.2489/jswc.69.1.26 used to predict the delivery of sediment and nutrients. Similarly, the contribution of other sources (including noncultivated lands, urban areas, forests, and the direct discharge Nutrient delivery from the Mississippi of waste water to streams and rivers) should be accounted for. In addition, processes River to the Gulf of Mexico and effects of occurring in streams, lakes, and reservoirs affect the fate of pollutants as they are trans- cropland conservation ported through the system and should also be included. M.J. White, C. Santhi, N. Kannan, J.G. Arnold, D. Harmel, L. Norfleet, P. Allen, M. DiLuzio, X. Comprehensive water quality simulation Wang, J. Atwood, E. Haney, and M. Vaughn Johnson at the scale of the Mississippi River Basin (MRB, 3,220,000 km2 [1,240,000 mi2]) is Abstract: Excessive nutrients transported from the Mississippi River Basin (MRB) have cre- a difficult task; thus, only a few modeling ated a hypoxic zone within the Gulf of Mexico, with numerous negative ecological effects. efforts at that scale have been conducted Copyright © 2014 Soil and Water Conservation Society. All rights reserved. Furthermore, federal expenditures on agricultural conservation practices have received to date. The contiguous United States was Journal of Soil and Water Conservation intense scrutiny in recent years. Partly driven by these factors, the USDA Conservation simulated by Srinivasan et al. (1998) in the Effects Assessment Project (CEAP) recently completed a comprehensive evaluation of nutri- Hydrologic Unit Model for the United ent sources and delivery to the Gulf. -
(RFP) Project Title: ENRTF ID: 094-B
Environment and Natural Resources Trust Fund 2018 Request for Proposals (RFP) Project Title: ENRTF ID: 094-B ShellRock River Watershed Stormwater Quality Trading Pilot Program Category: B. Water Resources Total Project Budget: $ 350,000 Proposed Project Time Period for the Funding Requested: 2 years, July 2018 to June 2020 Summary: This project will develop and implement a model stormwater water quality credit trading framework. The purpose is to provide voluntary, cost effective, pollutant reductions on a watershed scale. Name: Courtney Christensen Sponsoring Organization: Shell Rock River Watershed District Address: 214 West Main Street Albert Lea MN 56007 Telephone Number: (507) 377-5785 Email [email protected] Web Address www.shellrock.org Location Region: Southeast County Name: Freeborn City / Township: Albert Lea Alternate Text for Visual: The attached visual aid is an exhibit showing the intended credit trading process and proposal. _____ Funding Priorities _____ Multiple Benefits _____ Outcomes _____ Knowledge Base _____ Extent of Impact _____ Innovation _____ Scientific/Tech Basis _____ Urgency _____ Capacity Readiness _____ Leverage _______ TOTAL ______% Page 1 of 8 07/29/2017 ENRTF ID: 094-B PROJECT TITLE: Shell Rock River Watershed Stormwater Quality Trading Pilot Program I. PROJECT STATEMENT The Stormwater Water Quality Trading Pilot Program (the “Program”) for the Shell Rock River Watershed District will develop and implement the state’s first water quality credit trading program for stormwater. Water quality trading is an innovative, voluntary, and cost effective methodology that can accelerate pollution reduction. This Program is a collaborative effort between the watershed district, the City of Albert Lea, and the Minnesota Pollution Control Agency. -
Addressing the Impact of Gavins Point Dam on the Lowermost~1400 Kilometers of the Missouri River
University of South Carolina Scholar Commons Theses and Dissertations 2016 Addressing The mpI act Of Gavins Point Dam On The Lowermost~1400 Kilometers Of The iM ssouri River Gregory Leaphart University of South Carolina Follow this and additional works at: https://scholarcommons.sc.edu/etd Part of the Civil Engineering Commons Recommended Citation Leaphart, G.(2016). Addressing The Impact Of Gavins Point Dam On The Lowermost~1400 Kilometers Of The Missouri River. (Master's thesis). Retrieved from https://scholarcommons.sc.edu/etd/3919 This Open Access Thesis is brought to you by Scholar Commons. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. ADDRESSING THE IMPACT OF GAVINS POINT DAM ON THE LOWERMOST ~1400 KILOMETERS OF THE MISSOURI RIVER by Gregory Leaphart Bachelor of Science Clemson University, 2013 ___________________________________________ Submitted in Partial Fulfillment of the Requirements For the Degree of Master of Science in Civil Engineering College of Engineering and Computing University of South Carolina 2016 Accepted by: Enrica Viparelli, Director of Thesis Jasim Imran, Reader Seydehzahra Zhara Samadi, Reader Cheryl L. Addy, Vice Provost and Dean of The Graduate School © Copyright by Gregory Leaphart, 2016 All Rights Reserved ii ACKNOWLEDGEMENTS Appreciation is extended toward Dr. Enrica Viparelli for her guidance and direction throughout the duration of graduate school and the thesis process. Gratitude is also given to Zeyad Sulaiman for his assistance throughout the duration of the thesis process. Hybrid Engineering, Inc. and CDM Smith are to be thanked for the extension of employment in spite of the time commitment required by graduate school and the thesis process. -
Mississippi River
Mississippi River In 2011 the lower Mississippi River carried the greatest volume of floodwaters ever recorded, exceeding the his- toric flood of 1927. In that earlier flood, considered the most destructive river flood in the history of the United States, levees were breached or overtopped in 145 loca- tions, 70,000 km2 were inundated, and 700,000 people were displaced for weeks to months. Officially hundreds of people died but more likely thousands of rural resi- dents were killed (Barry 1997). The flood exposed two primary limitations to river and floodplain management of the time. First, flood manage- ment relied excessively on levees (the “levees-only” ap- proach) which presumed that nearly the entire floodplain could be disconnected from river floods. Second, flood- plain and river management was uncoordinated. In response to the flood, the U.S. Army Corps of Engineers developed the Mississippi Rivers and Tributaries Project (MR&T). The MR&T coordinated levee placement and design, dam development and operations, floodplain management and navigation for the lower Mississippi Riv- er basin, including several major tributaries (U.S. Army Corps of Engineers 2008). In addition to replacing a piecemeal approach to river management with a comprehensive system approach, the MR&T also moved floodplain management away from the “levees only” approach and included floodplain storage and conveyance as critical components of flood-risk man- Figure 1. The Mississippi River and Tributaries Project. Floodways agement. Four floodways were designated, portions of the are circled in red. (US Army Corps of Engineers) historic floodplain that would reconnect to the river and convey floodwaters during the highest floods (Figure 1).