Fusulinids from the Howe Limestone Member
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Comparison of Sediment Deposition in Reservoirs of Four Kansas Watersheds David P
Comparison of Sediment Deposition in Reservoirs of Four Kansas Watersheds David P. Mau and Victoria G. Christensen Reservoirs are a vital source of water Kansas in 1995. Nine supply, provide recreational opportunities, reservoir studies have been support diverse aquatic habitat, and carried out in cooperation provide flood protection throughout with the Bureau of Kansas. Understanding agricultural, Reclamation, the city of industrial, and urban effects on reservoirs Wichita, Johnson County is important not only for maintaining Unified Wastewater acceptable water quality in the reservoirs Districts, the Kansas but also for preventing adverse Department of Health and environmental effects. Excessive sediment Environment, and (or) the can alter the aesthetic qualities of Kansas Water Office. These reservoirs and affect their water quality studies were supported in and useful life. part by the Kansas State Water Plan Fund and Introduction evaluated sediment deposition along with Figure 1. Bottom-sediment cores were collected with a gravity Reservoir sediment studies are selected chemical corer mounted on a pontoon boat. The corer is lowered to a important because of the effect that constituents in sediment designated distance above the sediment and allowed to free sediment accumulation has on the quality cores (fig. 1) from fall to penetrate through the entire thickness of reservoir of water and useful life of the reservoir. reservoirs located in bottom sediment. Sediment deposition can affect benthic various climatic, organisms and alter the dynamics of the topographic, and geologic landscape annual precipitation ranges from about aquatic food chain. Reservoir sediment regions throughout Kansas and southern 24 inches at Webster Reservoir in north- studies also are important in relation to Nebraska. -
Lake Level Management Plans Water Year 2021
LAKE LEVEL MANAGEMENT PLANS WATER YEAR 2021 Kansas Water Office September 2020 Table of Contents U.S. ARMY CORPS OF ENGINEERS, KANSAS CITY DISTRICT .................................................................................................................................... 3 CLINTON LAKE ........................................................................................................................................................................................................................................................................4 HILLSDALE LAKE ......................................................................................................................................................................................................................................................................6 KANOPOLIS LAKE .....................................................................................................................................................................................................................................................................8 MELVERN LAKE .....................................................................................................................................................................................................................................................................10 MILFORD LAKE ......................................................................................................................................................................................................................................................................12 -
Surface Structure on the East Flank of the Ne:Aha Anticline in Northeast Pottawatomie County, Kansas
SURFACE STRUCTURE ON THE EAST FLANK OF THE NE:AHA ANTICLINE IN NORTHEAST POTTAWATOMIE COUNTY, KANSAS by GENE A. RATCLIFF B. S. Kansas State College of Agriculture and Applied Science, 156 A THESIS submitted in partial fulfillment of the requirements for the degree MASTER OF SCIENCE Department of Geology and Geography KANSAS STATE COLLEGE CF AGRICULTUhE AND APPLIED SCIENCE 1957 ii TABLE OF CONTENTS INTRODUCTION 1 Location of the Area 1 Geologic Setting 1 Statement of the Problem 4 nAPPING PROCEDURE 5 GEOLOGIC HISTORY 6 Paleozoic Era 6 :csozoic Era 7 Cenozoic Era 7 STRATIGRAPHY 11 Pennsylvanian System 11 Wabaunsee Group 11 Permian System 13 Admire Group 13 Council Grove Group 14 Chase Group 18 quaternary System 18 Pleistocene Series 18 STR7CTURE 19 Regional Structures 19 Nemaha Anticline 19 Forest City Basin 19 Local Structures 20 Humboldt Fault 20 Fault Description 21 iii Relationship to Regional Structures 21 Age of Faulting 24 CONCLUSION 25 ACKNOWLEDGMENT 29 LITERATURE CITED 30 APPLNDIX 31 INTRODUCTION Location of the Area The area covered by this investigation is located in the northeast corner of Pottawatomie county, Kansas. The Pottawa- tomie-Nemaha county line is the northern boundary and township seven south is the southern boundary. The area is approximate- ly two miles wide and 12 miles long in a southwest direction from the extreme northeast corner of Pottawatomie county. Geologic Setting The problem area lies within the Western Interior Province and is located on the east flank of the Nemaha Anticline. The two main structural features are the Nemaha Anticline and the Forest City Basin. -
Flood Impact Planning for High Water Release Rates from Tuttle Creek Dam
Flood Impact Planning for High Water Release Rates from Tuttle Creek Dam Prepared by: City of Manhattan, Public Works Department May 20, 2019 2 Tuttle Creek Lake Drainage Basin 25% of Kansas Basin Flood Storage 3 Tuttle Creek Max Pool Elevation by Year Rank Year Pool Elevation (FT 1 1993 1137.77 2 1973 1127.88 3 2019 1125.10 4 1984 1112.30 5 1987 1111.92 6 2015 1110.91 7 1979 1109.10 8 2010 1106.54 9 1995 1105.02 10 2018 1104.10 6 Action Stages in Relationship to Tuttle Creek Dam Elevations • 1102 Gets in Spillway • Call United States Army Corps of Engineers (USACE) at least once a week. • 1114 Action Stage • Bring Emergency Services and PW together weekly to discuss USACE outlook . • 1116 Flood Waters Touches the Gates • Schedule weekly meetings with emergency management services. • Update and draft public education and preparedness information. • 1125 • Identify and notify at risk populations of flood risks. • Distributes family preparedness guide to responders. • 1126 Daily Joint EOC meetings • Identify shelter and staging areas that will not be effected. • PIO group drafts advisories, watch, evacuation route maps, flood warning messages. • Monitor and track all river gauges and lake elevations. • 1132 • Establish a 12 hour operational period with briefing. • Secure shelter locations, request shelter support from American Red Cross and Salvation Army. • Ramp up sandbag filling stations and stockpile sand. 7 Public Works Actions Taken • Developed 42 different flood maps for various releases rates and back flow conditions along Kansas -
Petrology of the Crouse Limestone in the Vicinity Of
r PETROLOGY OF THE C ROUSE LIMESTONE IN THE VICINITY OF MANHATTAN, KANSAS by DARRELL D. HUBER B. S., Wichita University, I963 A THESIS submitted in partial fulfillment of the requirements for the degree MASTER OF SCIENCE Department of Geology and Geography KANSAS STATS UNIVERSITY Manna 1 1 an , Kan s a s 1965 Approved by: rfafjiL, £ eJtiSlAos Ma j # Pro f e s s o LP ii CONTENTS nf 7 i D^cdm&ni Text Introduction 1 Purpose of the Investigation 1 Location of the Area 1 Stratigraphy and General Description 2 Previous Work ..... 6 Limestones . 6 Areal Studies 12 Insoluble Residue 13 Clay Mineralogy " 14 Method of Investigation 16 Field Procedure 16 Laboratory Procedure ... 17 Lithology . 24 General 24 Lower Limestone I 25 Middle "Shaly" Unit 33 Upper "Platy" Unit 34 Petrography 42 Lower Limestone ; 42 Middle "Shaly" Unit ; . 62 Upper "Platy" Unit 67 Summary of Petrography 75 Insoluble Residues 7& Mineral Identification . 7& Quantity of Residue 78 ill X-Ray Analysis 84 Clay Mineralogy 84 Calcite-Dolomlte Determination 91 Environment of Deposition 96 Conclusions 103 Acknowledgments 105 Appendix 106 Section A (McDowell Creek section) ; . 107 Section B (K-177 section) 109 Section C (Spillway section) Ill Section D (McDowell Creek Road section) 113 Section E (Clark's Creek section) .... 115 Section F (Stockdaie section) 117 Data Tables 121 References Cited 128 ILLUSTRATIONS Figure Figure 1. Stratigraphic section of the Council Grove Group 5 Plates Plate I. Index map showing approximate location of outcrops 4 II 27 Fig. 1. Typical outcrop of the Crouse Limestone. (Clark's Creek outcrop). -
Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10
Prepared in cooperation with the Kansas Water Office Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10 Scientific Investigations Report 2011–5187 U.S. Department of the Interior U.S. Geological Survey Front cover. Upper left: Tuttle Creek Lake upstream from highway 16 bridge, May 16, 2011 (photograph by Dirk Hargadine, USGS). Lower right: Tuttle Creek Lake downstream from highway 16 bridge, May 16, 2011 (photograph by Dirk Hargadine, USGS). Note: On May 16, 2011, the water-surface elevation for Tuttle Creek Lake was 1,075.1 feet. The normal elevation for the multi-purpose pool of the reservoir is 1,075.0 feet. Back cover. Water-quality monitor in Little Blue River near Barnes, Kansas. Note active channel-bank erosion at upper right (photograph by Bill Holladay, USGS). Suspended-Sediment Loads, Reservoir Sediment Trap Efficiency, and Upstream and Downstream Channel Stability for Kanopolis and Tuttle Creek Lakes, Kansas, 2008–10 By Kyle E. Juracek Prepared in cooperation with the Kansas Water Office Scientific Investigations Report 2011–5187 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior KEN SALAZAR, Secretary U.S. Geological Survey Marcia K. McNutt, Director U.S. Geological Survey, Reston, Virginia: 2011 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, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. -
GEOGRAPHIC INFORMATION SYSTEM DEVELOPMENT PROJECT for Pottawatomie COUNTY, KANSAS
Report No. K-TRAN: KU-06-5 FINAL REPORT CONSTRUCTION MATERIALS INVENTORY/ GEOGRAPHIC INFORMATION SYSTEM DEVELOPMENT PROJECT FOR POTTAWATOMIE COUNTY, KANSAS Evan Franseen, Ph.D. Galen Worthington Kansas Geological Survey, The University of Kansas Lawrence, Kansas March 2008 A CooperatiVE TRANSPORTATION RESEARCH PROGRAM BETWEEN: KANSAS Department OF Transportation KANSAS State UNIVERSITY UNIVERSITY OF KANSAS 1 Report No. 2 Government Accession No. 3 Recipient Catalog No. K-TRAN: KU-06-5 4 Title and Subtitle 5 Report Date Construction Materials Inventory/Geographic Information March 2008 System Development Project for Pottawatomie County, 6 Performing Organization Code Kansas 7 Author(s) 8 Performing Organization Report No. Evan Franseen, Ph.D., Galen Worthington 9 Performing Organization Name and Address 10 Work Unit No. (TRAIS) Kansas Geological Survey, The University of Kansas 1930 Constant Avenue 11 Contract or Grant No. Lawrence, KS 66047 C1578 12 Sponsoring Agency Name and Address 13 Type of Report and Period Covered Kansas Department of Transportation Final Report Bureau of Materials and Research Fall 2005 - Fall 2007 700 SW Harrison Street 14 Sponsoring Agency Code Topeka, Kansas 66603-3745 RE-0414-01 15 Supplementary Notes For more information write to address in block 9. 16 Abstract Construction Materials Inventories (CMI) created for the Kansas Department of Transportation (KDOT) for 36 Kansas counties are from 23 to 42 years old and in need of updating. New data, GIS technologies, and computer display tools offer new capabilities for the development of interactive web-based CMIs that can be continuously updated. This project developed a pilot CMI interactive website for Pottawatomie County. The county has been experiencing population growth, no state CMI had ever been produced, and the relevant USGS Material Construction Bulletin 1060-C was printed in 1959. -
Kansas River Basin Model
Kansas River Basin Model Edward Parker, P.E. US Army Corps of Engineers Kansas City District KANSAS CITY DISTRICT NEBRASKA IOWA RATHBUN M I HARLAN COUNTY S S I LONG S S I SMITHVILLE BRANCH P TUTTLE P CREEK I URI PERRY SSO K MI ANS AS R I MILFORD R. V CLINTON E WILSON BLUE SPRINGS R POMONA LONGVIEW HARRY S. TRUMAN R COLO. KANOPOLIS MELVERN HILLSDALE IV ER Lake of the Ozarks STOCKTON KANSAS POMME DE TERRE MISSOURI US Army Corps of Engineers Kansas City District Kansas River Basin Operation Challenges • Protect nesting Least Terns and Piping Plovers that have taken residence along the Kansas River. • Supply navigation water support for the Missouri River. • Reviewing requests from the State of Kansas and the USBR to alter the standard operation to improve support for recreation, irrigation, fish & wildlife. US Army Corps of Engineers Kansas City District Model Requirements • Model Period 1/1/1920 through 12/31/2000 • Six-Hour routing period • Forecast local inflow using recession • Use historic pan evaporation – Monthly vary pan coefficient • Parallel and tandem operation • Consider all authorized puposes • Use current method of flood control US Army Corps of Engineers Kansas City District Model PMP Revisions • Model period from 1/1/1929 through 12/30/2001 • Mean daily flows for modeling rather than 6-hour data derived from mean daily flow values. • Delete the requirement to forecast future hydrologic conditions. • Average monthly lake evaporation rather than daily • Utilize a standard pan evaporation coefficient of 0.7 rather than a monthly varying value. • Separate the study basin between the Smoky River Basin and the Republican/Kansas River Basin. -
Lake Level Management Plans Water Year 2019
LAKE LEVEL MANAGEMENT PLANS WATER YEAR 2019 Kansas Water Office September 2018 Table of Contents U.S. ARMY CORPS OF ENGINEERS, KANSAS CITY DISTRICT .................................................................................................................................... 3 CLINTON LAKE ........................................................................................................................................................................................................................................................................4 HILLSDALE LAKE ......................................................................................................................................................................................................................................................................6 KANOPOLIS LAKE .....................................................................................................................................................................................................................................................................8 MELVERN LAKE .....................................................................................................................................................................................................................................................................10 MILFORD LAKE ......................................................................................................................................................................................................................................................................12 -
AYNE and LINCOLN £0UNTIES, OKLAHOMA by JO
£AUNA, STRATIGRAPHY, AND PALEOECOLOGY OF THE FORAKER LIMESTONE: QSAGE, RAWNEE, _!>AYNE AND LINCOLN £0UNTIES, OKLAHOMA By JOHN RAYMOND FRITTS II Bachelor of Science Phillips University Enid, Oklahoma 1976 Submitted to the Faculty of the Graduate College of the Oklahoma State University in partial fulfillment of the requirements for the Degree of MASTER OF SCIENCE July, 1980 ' .. · ..• -7/e_s/-S l~erQ. F'J/7(' c.c;~· :<., J: '. ' ...-.,. ~· DEDICATION TO BAHAR FAUNA, STRATIGRAPHY, AND PALEOECOLOGY OF THE FORAKER LIMESTONE: OSAGE, PAWNEE, PAYNE, AND LINCOLN COUNTIES, OKLAHOMA Thesis Approved: £. ~ t1A.O1/ru "- :J-0~2 915 ii PREFACE The objectives of this study were to obtain a detailed account of fauna of the Foraker Limestone and study its stratigraphy over the whole length of its outcrop in Oklahoma, The major objective was to then combine all this information and produce a model of the paleoecology and depositional environment of this formation. Other objectives were to produce a map of the Foraker's outcrop and determine the southernmost extent to which the Foraker maintains its integrity as a formation. As the study was being made, it became apparent that some statement about the carbonate petrology would have to be included. Many people have been of great help to me in the preparation of this thesis. I would especially like to express my appreciation to my adviser, Dr. John D. Naff, for suggesting this thesis and his assistance throughout the study. I also want to thank the other members of my committee, Dr. Gary Stewart, for so often being available for suggestions about format, references, and preparation of the maps, and Dr. -
Geologic Resource Evaluation Scoping Summary Tallgrass Prairie National Preserve, Kansas
Geologic Resource Evaluation Scoping Summary Tallgrass Prairie National Preserve, Kansas Geologic Resources Division Prepared by Katie KellerLynn National Park Service September 19, 2008 US Department of the Interior The Geologic Resource Evaluation (GRE) Program provides each of 270 identified natural area National Park System units with a geologic scoping meeting and summary (this document), a digital geologic map, and a geologic resource evaluation report. The purpose of scoping is to identify geologic mapping coverage and needs, distinctive geologic processes and features, resource management issues, and monitoring and research needs. Geologic scoping meetings generate an evaluation of the adequacy of existing geologic maps for resource management, provide an opportunity to discuss park-specific geologic management issues, and if possible include a site visit with local experts. On May 14, 2008, the National Park Service held a GRE scoping meeting for Tallgrass Prairie National Preserve at the Prairie Coffee House in Cottonwood Falls, Kansas. Participants at the meeting included NPS staff from the preserve and the Geologic Resources Division, and cooperators from the Kansas Geological Survey and Colorado State University (see table 3). Superintendent Stephen Miller welcomed the group and provided some background information about the national preserve. Heather Brown (Tallgrass Prairie National Preserve) provided information about the interpretive opportunities and themes. Tobin Roop (Tallgrass Prairie National Preserve) discussed some archaeological-geological connections. Bob Sawin (Kansas Geological Survey) highlighted the successful collaboration between staff members at the survey and preserve, the about-to-be-released geologic map, and the geology and geoarchaeology of the preserve. Tim Connors (Geologic Resources Division) facilitated the assessment of map coverage, and Lisa Norby (Geologic Resources Division) led the discussion regarding geologic processes and features. -
Stratigraphy and Conodont Biostratigraphy of the Uppermost Carboniferous and Lower Permian from the North American Midcontinent
Kansas Geological Survey Bulletin 255 Stratigraphy and Conodont Biostratigraphy of the Uppermost Carboniferous and Lower Permian from the North American Midcontinent Darwin R. Boardman II Oklahoma State University Stillwater, Oklahoma 74078–3031 Bruce R. Wardlaw U.S. Geological Survey Reston, Virginia 20192–0002 Merlynd K. Nestell University of Texas at Arlington Arlington, Texas 76019–0408 PART A—General Sequence Stratigraphy and Conodont Biostratigraphy (including new species) of the Uppermost Carboniferous (upper Gzhelian) to Lower Permian (lower Artinskian) from the North American Midcontinent Bruce R. Wardlaw, Darwin R. Boardman II, and Merlynd K. Nestell PART B—Conodont Distribution, Systematics, Biostratigraphy, and Sequence Stratigraphy of the Uppermost Carboniferous and Lower Permian (uppermost Wabaunsee, Admire, Council Grove, and lower Chase Groups) from the North American Midcontinent Darwin R. Boardman II, Merlynd K. Nestell, and Bruce R. Wardlaw Lawrence, Kansas 2009 Boardman et al.—Uppermost Carboniferous and Lower Permian Midcontinent Stratigraphy and Conodont Biostratigraphy i The Kansas Geological Survey does not guarantee Editor: Marla D. Adkins–Heljeson this document to be free from errors or inaccuracies Cover design: P. Acker and disclaims any responsibility or liability for in- terpretations based on data used in the production ISBN: 978-1-58806-331-3 of this document or decisions based thereon. ii Kansas Geological Survey Bulletin 255 Contents Part A Authors’ Preface ................................................................................................................................................................................