Floods in Missouri
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“Sent out by Our Great Father”
“Sent Out By Our Great Father” Zebulon Montgomery Pike’s Journal and Route Across Kansas, 1806 edited by Leo E. Oliva ebulon Montgomery Pike, a lieutenant in the First U.S. Infantry, led an exploring expe- dition in search of the source of the Mississippi River in 1805–1806. Soon after his return to St. Louis in July 1806, General James Wilkinson sent Lieutenant Pike, promoted to cap- tain a few weeks later, to explore the southwestern portion of the Louisiana Purchase, de- parting from the military post of Belle Fontaine near St. Louis on July 15, 1806. His expedition began as Meriwether Lewis and William Clark were nearing completion of their two-year expedition up the Missouri River and across the mountains to the Pacific Ocean and back. Pike crossed present Mis- Zsouri, most of the way by boat on the Missouri and Osage Rivers, where he delivered fifty-one mem- bers of the Osage tribe to the village of the Grand Osage in late August. On September 3 Pike entered present Kansas at the end of the day. His command, including Lieutenant James B. Wilkinson (son of General Wilkinson), Dr. John H. Robinson (civilian surgeon accompanying the ex- pedition), interpreter Antoine François “Baronet” Vásquez (called Baroney in the journal), and eighteen en- listed men, was accompanied by several Osages and two Pawnees as guides. Because of bad feelings between the Osage and Kansa Indians, some of Pike’s Osage guides turned back, and those who continued led his party a Leo E. Oliva, a native Kansan and a former university professor, became interested in frontier military history during the centennial celebration of the founding of Fort Larned in 1959 and has been researching and writing about the frontier army ever since. -
Missouri River Floodplain from River Mile (RM) 670 South of Decatur, Nebraska to RM 0 at St
Hydrogeomorphic Evaluation of Ecosystem Restoration Options For The Missouri River Floodplain From River Mile (RM) 670 South of Decatur, Nebraska to RM 0 at St. Louis, Missouri Prepared For: U. S. Fish and Wildlife Service Region 3 Minneapolis, Minnesota Greenbrier Wetland Services Report 15-02 Mickey E. Heitmeyer Joseph L. Bartletti Josh D. Eash December 2015 HYDROGEOMORPHIC EVALUATION OF ECOSYSTEM RESTORATION OPTIONS FOR THE MISSOURI RIVER FLOODPLAIN FROM RIVER MILE (RM) 670 SOUTH OF DECATUR, NEBRASKA TO RM 0 AT ST. LOUIS, MISSOURI Prepared For: U. S. Fish and Wildlife Service Region 3 Refuges and Wildlife Minneapolis, Minnesota By: Mickey E. Heitmeyer Greenbrier Wetland Services Advance, MO 63730 Joseph L. Bartletti Prairie Engineers of Illinois, P.C. Springfield, IL 62703 And Josh D. Eash U.S. Fish and Wildlife Service, Region 3 Water Resources Branch Bloomington, MN 55437 Greenbrier Wetland Services Report No. 15-02 December 2015 Mickey E. Heitmeyer, PhD Greenbrier Wetland Services Route 2, Box 2735 Advance, MO 63730 www.GreenbrierWetland.com Publication No. 15-02 Suggested citation: Heitmeyer, M. E., J. L. Bartletti, and J. D. Eash. 2015. Hydrogeomorphic evaluation of ecosystem restoration options for the Missouri River Flood- plain from River Mile (RM) 670 south of Decatur, Nebraska to RM 0 at St. Louis, Missouri. Prepared for U. S. Fish and Wildlife Service Region 3, Min- neapolis, MN. Greenbrier Wetland Services Report 15-02, Blue Heron Conservation Design and Print- ing LLC, Bloomfield, MO. Photo credits: USACE; http://statehistoricalsocietyofmissouri.org/; Karen Kyle; USFWS http://digitalmedia.fws.gov/cdm/; Cary Aloia This publication printed on recycled paper by ii Contents EXECUTIVE SUMMARY .................................................................................... -
Hydroclimatology of the Missouri River Basin
Hydroclimatology of the Missouri River Basin E. Wise, C. Woodhouse, G. McCabe, G. Pederson, and J. St-Jacques Corresponding author: Erika K. Wise Department of Geography, University of North Carolina at Chapel Hill Carolina Hall, Campus Box 3220 Chapel Hill, NC 27599-3220 [email protected] 1 SUPPLEMENTAL MATERIAL 2 3 T-tests between teleconnection indices and streamflow 4 Based on the GPH and SST patterns described in section 4a and shown in Figures 7-9 of 5 the main text, we tested the association between teleconnection indices and streamflow in the 6 Upper Missouri River Basin (UMRB) and Lower Missouri River Basin (LMRB) in the 7 corresponding year and one year prior to the streamflow year. For estimates of ocean– 8 atmosphere oscillations of potential importance to the basin, we used the following indices 9 (Table S1): mean November-March North Pacific Index (NPI) for 1912-2011 as a measure of the 10 strength of the Aleutian Low (Trenberth and Hurrell, 1994); the mean October-March PNA to 11 estimate meridional versus zonal flow (Wallace and Gutzler, 1981; Leathers et al., 1991); the 12 mean June through November Southern Ocean Index (SOI) as a measure of the atmospheric 13 component of ENSO (Ropelewski and Jones, 1987; Redmond and Koch, 1991); the mean 14 October through March and April through July NAO to estimate Atlantic pressure patterns 15 (Hurrell 1995; Jones et al., 1997); and the mean water-year AMO as a measure of Atlantic SSTs 16 (Enfield et al., 2001; McCabe et al. 2004). 17 Time series of the climate indices for 1912-2011 were compared with time series of 18 naturalized water-year streamflow for 86 river records, including 18 naturalized records from the 19 main stem of the Missouri River from the U.S. -
Big Niangua River Trail Starts at Ha Ha Tonka Big Niangua State Park
The Big Niangua River Trail starts at Ha Ha Tonka Big Niangua State Park. The first four miles are lake and require paddling. The kayak steps and launch rail provide a safe and For a river float try an upriver access. convenient way to access the Big Niangua River Trail and the Lake while protecting the shoreline from erosion. At Ÿ Distances River Trail the upper end of the cove Missouri’s 12th largest spring § Whistle Bridge to Ha Ha Tonka 13.3 miles flows into the lake. Ha Ha Tonka Spring has an average § Mother Nature’s Family Side to Ha Ha Tonka 11.7 output of 48 million gallons of water a day. On the south The Indigenous Osage People named this miles side of the cove, all that remains of a grist mill is the stone raceway and an old mill stone. Take State Highway D to river the Niangua § Mother Nature’s Wild Side to Ha Ha Tonka 9.5 Tonka Spring Road; turn left from the spring parking lot at which translates to miles the Lakeside Picnic Shelter to reach the kayak steps. Big Winding Stream of Many Springs. § Casa de Loco to Ha Ha Tonka 6.2 miles Ÿ The Lake of the Ozarks and Niangua River are public waterways available for fishing and boating. However, the Spencer Creek and Bank Branch join with the Niangua River shoreline and stream bank above the high waterline is in this area. These two spring-fed creeks can be navigated privately owned. Trespass laws do apply. Be considerate a short distance. -
News 9 Sept-08 Web.Cwk (WP)
Newsletter Pike National Historic Trail Association Sept. 2008 Vol. 2 No 7 Our Purpose: To Establish federal designation of the Pike National Historic Trail. Pike NHTA Approaches It’s First Birthday Our Association approaches it’s first birthday in October with many accomplishments and with great things to come. - Our distinguished Board has approved the Association Bylaws, officers, and Board, - We have begun our legislation efforts, albeit with some frustration because of issues in Washington. - Our membership includes 2 Life [Zebulon Pike,] 2 Corporations [Carter-Gordon- Mountjoy-Roy,] a Non Profit [Vasquez-Smith,] numbers of Family [Menaugh-Stout ,] and Individual [Sergeant Meek ] memberships. - We have published 9 Newsletters with articles which one Board member recently said, “A lot of what I know about Pike, I found in the Newsletter. I look forward to John Patrick Michael Murphy’s columns,” - We have begun our Preservation/ Interpretation lists for each state, - We have completed our Draft Auto and Hike/Bike Tours, and are now field surveying segments. Our effort coincides with an attempt to lower Federal costs for our legislation, - We are establishing guidelines for Association publishing. Soon to be available is the Tour Package, and Pike Footprint Collection, - The zelulonpike.org Bicentennial website will soon be legally acquired and contain Association materials {pictures, Newsletters, more Maps, etc.}. It [zelulonpike.org] is currently available with all sorts of educational materials and new features are augured by January. - Not-for-Profit status [IRS 501c(3)] was applied for in April with 2 “acknowledgment of receipt” following, - We are looking forward to a Membership meeting in late March/ April 2009 in Cañon City CO. -
2015 Cedar County Financial Statement
2015 Cedar County Financial Statement PART A - COUNTY FUNDS SUB-TOTAL 490.00 REVENUES GENERAL ROAD & ASSESSMENT LAW ELECTION TOTAL 24,658.53 REVENUE BRIDGE ENFORCEMENT SALES TAX BUILDING & GROUNDS DESCRIPTION AMOUNT FUND ATIS ELEVATOR INSPECTIONS LLC ANNUAL BOILER PRESSURE TEST 120.00 FUND BALANCE 01/01/2015 541,621.53 10,519.89 59,649.96 9,198.79 ATLAS SECURITY SERVICE INC PARTS/LABOR ELEVATOR CAMERA COMPLIANCE 1,073.00 RECEIPTS CARD SERVICES SUPPLIES/PARTS 174.45 PROPERTY TAX 393,968.21 182,798.42 0.00 0.00 CITY OF STOCKTON UTILITIES 954.58 SALES TAX 511,994.78 0.00 0.00 561,501.66 DOLLAR GENERAL CORPORATION SUPPLIES 25.00 INTERGOVERNMENTAL 75,028.66 597,552.23 152,403.28 273,322.68 EMPIRE DISTRICT ELECTRIC UTILITIES 15,132.42 SERVICES 157,031.23 0.00 0.00 71,474.18 FLEETWOOD SERVICES LLC PEST CONTROL 96.00 INTEREST 1,829.23 287.12 219.12 35.74 GOLD MECHANICAL BOILER REPAIR 819.00 OTHER REVENUES 50,237.14 1,077.24 10,270.65 7,438.14 HARRY COOPER SUPPLY PLUMBING PARTS/SUPPLIES 56.64 TRANSFERS IN 1,000.00 0.00 0.00 5,000.00 KENCO FIRE EQUIPMENT INC EXTINGUISHER INSPECTIONS, TESTING & SUPPLIES 40.00 SUBTOTAL 1,191,089.25 781,715.01 162,893.05 918,772.40 KT’S LUNCH BOX MEETING 40.95 LAKESIDE CARPET INTERIORS PAINT SUPPLIES 150.42 TOTAL AMOUNT AVAILABLE 1,732,710.78 792,234.90 222,543.01 927,971.19 LIGHT BULB DEPOT LIGHT BULBS 57.00 EXPENDITURES -1,642,014.37 -654,977.66 -175,570.18 -864,174.62 ME-SHY LOCKSMITH LLC DOOR LOCK PARTS/LABOR 127.86 ADJUSTMENTS 92.30 0.00 0.00 -92.30 MEEK’S - EL DORADO SPRINGS GROUNDS SUPPLIES 56.45 FUND BALANCE -
The 1951 Kansas - Missouri Floods
The 1951 Kansas - Missouri Floods ... Have We Forgotten? Introduction - This report was originally written as NWS Technical Attachment 81-11 in 1981, the thirtieth anniversary of this devastating flood. The co-authors of the original report were Robert Cox, Ernest Kary, Lee Larson, Billy Olsen, and Craig Warren, all hydrologists at the Missouri Basin River Forecast Center at that time. Although most of the original report remains accurate today, Robert Cox has updated portions of the report in light of occurrences over the past twenty years. Comparisons of the 1951 flood to the events of 1993 as well as many other parenthetic remarks are examples of these revisions. The Storms of 1951 - Fifty years ago, the stage was being set for one of the greatest natural disasters ever to hit the Midwest. May, June and July of 1951 saw record rainfalls over most of Kansas and Missouri, resulting in record flooding on the Kansas, Osage, Neosho, Verdigris and Missouri Rivers. Twenty-eight lives were lost and damage totaled nearly 1 billion dollars. (Please note that monetary damages mentioned in this report are in 1951 dollars, unless otherwise stated. 1951 dollars can be equated to 2001 dollars using a factor of 6.83. The total damage would be $6.4 billion today.) More than 150 communities were devastated by the floods including two state capitals, Topeka and Jefferson City, as well as both Kansas Cities. Most of Kansas and Missouri as well as large portions of Nebraska and Oklahoma had monthly precipitation totaling 200 percent of normal in May, 300 percent in June, and 400 percent in July of 1951. -
East Osage River Watershed Inventory and Assessment
EAST OSAGE RIVER WATERSHED INVENTORY AND ASSESSMENT Prepared by Alex L. S. Schubert Missouri Department of Conservation West Central Region-Fisheries Division Clinton, MO November 30, 2001 Acknowledgments Thank you's are in order to numerous individuals who provided assistance on this document. Thanks to Mike Bayless and Tom Groshens for information gathering and the compilation of numerous tables, and to Ron Dent for his guidance on, and editing of early drafts of this document. Mike was also a tremendous help in getting me started and making final changes to this document. Thanks to Bill Turner for the guidance he provided throughout this process. Thanks to Mark Caldwell for assistance with ArcView GIS software, his assistance in the field, and his dedication to providing the best data and information possible in GIS format. Thanks to Del Lobb for extensive help throughout the draft process. Thanks also to Missouri Department of Conservation, Missouri Department of Natural Resources, Environmental Protection Agency, U.S. Army Corps of Engineers, and U.S. Geological Survey personnel and to other contributors too numerous to mention. Executive Summary The East Osage River Basin is found in central Missouri in the Missouri counties of Osage, Maries, Cole, Pulaski, Miller, Camden, Morgan, Benton, and Hickory and encompasses 2,474.52 mi2. This basin has been divided into two 8-digit hydrologic units (HUCs) and fourteen 11-digit HUCs. Lake of the Ozarks was formed in 1931 in the western half of the East Osage River Basin. Geomorphology This basin lies within a dissected plateau known as the Salem Plateau and is represented by four of Missouri’s natural divisions. -
2017 – 2021 Scoping and Design Projects
Section 3 – Scoping and Design Projects 2017 – 2021 Scoping and Design Projects The purpose of this section is to identify potential future highway and bridge projects. These projects may be in the evaluation stage, which is called project scoping, or may be further along in the preliminary design process. Projects listed in this section are not commitments to construct or implement an improvement. These commitments won’t be made until the NEPA process is completed. These projects are being included in the STIP for informational purposes and subsequent phases have not yet been determined or are beyond the STIP horizon period. After needs have been identified and prioritized, the higher priority needs are included in this section. Next, a core team is formed, comprising personnel from various MoDOT departments. The core team investigates the problem or concern. The core team develops several solutions that may be either short term or long term. Some problems have no transportation or construction solution and instead may require public education or assistance through law enforcement. Once a solution is selected, additional preliminary design work occurs. Design progresses up to a point at which MoDOT is confident the solution will properly address the problem or concern and of the improvement’s cost. The potential project moves into the next stage of the planning framework, which is the prioritization and selection of projects for construction. Projects that have been prioritized and selected for construction are listed in the construction program (see Section 4.) Only the construction projects in Section 4 represent a commitment by MoDOT to build the project. -
Caves of Missouri
CAVES OF MISSOURI J HARLEN BRETZ Vol. XXXIX, Second Series E P LU M R I U BU N S U 1956 STATE OF MISSOURI Department of Business and Administration Division of GEOLOGICAL SURVEY AND WATER RESOURCES T. R. B, State Geologist Rolla, Missouri vii CONTENT Page Abstract 1 Introduction 1 Acknowledgments 5 Origin of Missouri's caves 6 Cave patterns 13 Solutional features 14 Phreatic solutional features 15 Vadose solutional features 17 Topographic relations of caves 23 Cave "formations" 28 Deposits made in air 30 Deposits made at air-water contact 34 Deposits made under water 36 Rate of growth of cave formations 37 Missouri caves with provision for visitors 39 Alley Spring and Cave 40 Big Spring and Cave 41 Bluff Dwellers' Cave 44 Bridal Cave 49 Cameron Cave 55 Cathedral Cave 62 Cave Spring Onyx Caverns 72 Cherokee Cave 74 Crystal Cave 81 Crystal Caverns 89 Doling City Park Cave 94 Fairy Cave 96 Fantastic Caverns 104 Fisher Cave 111 Hahatonka, caves in the vicinity of 123 River Cave 124 Counterfeiters' Cave 128 Robbers' Cave 128 Island Cave 130 Honey Branch Cave 133 Inca Cave 135 Jacob's Cave 139 Keener Cave 147 Mark Twain Cave 151 Marvel Cave 157 Meramec Caverns 166 Mount Shira Cave 185 Mushroom Cave 189 Old Spanish Cave 191 Onondaga Cave 197 Ozark Caverns 212 Ozark Wonder Cave 217 Pike's Peak Cave 222 Roaring River Spring and Cave 229 Round Spring Cavern 232 Sequiota Spring and Cave 248 viii Table of Contents Smittle Cave 250 Stark Caverns 256 Truitt's Cave 261 Wonder Cave 270 Undeveloped and wild caves of Missouri 275 Barry County 275 Ash Cave -
Sediment Transport and Deposition in the Lower Missouri River During the 2011 Flood
Prepared in cooperation with the U.S. Army Corps of Engineers Sediment Transport and Deposition in the Lower Missouri River During the 2011 Flood Chapter F of 2011 Floods of the Central United States Professional Paper 1798–F U.S. Department of the Interior U.S. Geological Survey Front cover. Top photograph: View of flooding from Nebraska City, Nebraska, looking east across the Missouri River, August 2, 2011. Photograph by Robert Swanson, U.S. Geological Survey. Right photograph: USGS scientist collecting a sediment sample from the Missouri River at Sioux City, Iowa, September 16, 2011. Photograph by Ryan Tompkins, U.S. Geological Survey. Back cover. Sand from the 2011 flood on the flood plain in northwestern Missouri, September 22, 2012. Photograph by Robert Jacobson, U.S. Geological Survey. Sediment Transport and Deposition in the Lower Missouri River During the 2011 Flood By Jason S. Alexander, Robert B. Jacobson, and David L. Rus Chapter F of 2011 Floods of the Central United States In cooperation with the U.S. Army Corps of Engineers Professional Paper 1798–F U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior SALLY JEWELL, Secretary U.S. Geological Survey Suzette M. Kimball, Acting Director U.S. Geological Survey, Reston, Virginia: 2013 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod To order this and other USGS information products, visit http://store.usgs.gov Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. -
Sac River Basin Watershed Summary 111315
The State of Our Missouri Waters Sac River Watershed The Missouri Department of Natural Resources seeks to improve the availability of water resource information to communities where impact to these water resources is felt most. The information presented in this summary is intended to increase awareness of how activities on land and in water have an influence on water resource quality and quantity. The department greatly values local input and engagement regarding the mission of ensuring safe and ample water resources, and will continue to seek local guidance to further focus department efforts and funding strategies for the betterment of Our Missouri Waters. HUC-8: 10290106 September 2015 Sac River Watershed The State of Our Missouri Waters Key Points In the northern portion of the watershed, low dissolved oxygen levels in water bodies often Importance of cause negative impacts to aquatic life and create challenges for the watershed. These low dis- Water Quantity solved oxygen levels are often a result of excess organic materials, which consume oxygen, and may be discharged from wastewater treatment system types less effective in removing and Quality organics. Other sources of excess organics in water bodies may include excess animal waste, excess nutrient loads (fertilizer) and excess sedimentation from stream bank and erosion. Water shortages can have severe and expensive In the southern portion of the watershed, there are challenges regarding bacteria levels in wa- consequences. Adequate ter bodies, which can cause serious public health and recreational safety issues. Nonpoint water supplies are vital not sources of contamination, such as animal waste and contaminants carried by stormwater run- only to human health and off, can have a serious cumulative impact on surface waters in a largely rural watershed.