Freshwater Habs Newsletter
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Kansas Department of Wildlife and Parks Kansas Special Size Limits, Creel Limits, and Bait Restriction Tables
Kansas Department of Wildlife and Parks Kansas Special Size Limits, Creel Limits, and Bait Restriction Tables Dated: July 10, 2008 Blue Catfish Creel Limits 2 fish daily creel limit Carbondale East Lake, Fall River Toe Drain 5 fish daily creel limit Cheney Reservoir, El Dorado Reservoir, Milford Reservoir, Wilson Reservoir Blue Catfish Length Limits 35 inch minimum. Blue catfish of a length less than thirty-five (35) inches are protected and must be returned to the water immediately when taken from the following waters: Cheney Reservoir, El Dorado Reservoir, Wilson Reservoir Channel Catfish Creel Limits 2 fish daily creel limit Andover - Lake George, Arma City Lake, Atchison State Fishing Lake, Blue Mound City Lake, Bonner Springs - North Park Lake, Bourbon Co. Cedar Creek, Bourbon Co. Elm Creek Lake, Bourbon State Fishing Lake, Bronson City Lake, Brown State Fishing Lake, Butler State Fishing Lake, Carbondale East Lake, Chanute City Lake, Clinton State Park - Lake Henry, Clinton State Park - Picnic Area Pond, Columbus - VFW Pond, Colwich City Lake, Douglas State Fishing Lake, Emporia - Camp Alexander Ponds, Emporia - Jones Park Ponds, Emporia - Peter Pan Park, Fall River State Park Kids Pond, Fall River Toe Drain, Fort Scott - Gunn Park Lake Fern, Fort Scott - Gunn Park Lake West, Fort Scott - Lake Fort Scott, Fort Scott Community College Lakes, Frontenac City Lake, Gardner City Lake, Garnett City Lake North, Garnett City Lake South, Greenbush Community Lake, Gridley City Lake, Harvey Co. Camp Hawk, Haysville - Riggs Lake, Impounded F.I.S.H. Waters, Region 1 & 3, Johnson Co. - Kill Creek Park Lake, Johnson Co. - Shawnee Mission Park , Johnson Co. -
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 -
Kansas Resource Management Plan and Record of Decision
United States Department of the Interior Bureau of Land Management Tulsa District Oklahoma Resource Area September 1991 KANSAS RESOURCE MANAGEMENT PLAN Dear Reader: This doCument contains the combined Kansas Record of Decision (ROD) and Resource Management Plan (RMP). The ROD and RMP are combined to streamline our mandated land-use-planning requirements and to provide the reader with a useable finished product. The ROD records the decisions of the Bureau of Land Management (BLM) for administration of approximately 744,000 acres of Federal mineral estate within the Kansas Planning Area. The Planning Area encompasses BLM adm in i sterad sp 1 it-estate mi nera 1 s and Federa 1 minerals under Federal surface administered by other Federal Agencies within the State of Kansas. The Kansas RMP and appendices provide direction and guidance to BLM Managers in the formulation of decisions effecting the management of Federal mineral estate within the planning area for the next 15 years. The Kansas RMP was extracted from the Proposed Kansas RMP/FIES. The issuance of this ROD and RMP completes the BLM land use planning process for the State of Kansas. We now move to implementation of the plan. We wish to thank all the individuals and groups who participated in this effort these past two years, without their help we could not have completed this process. er~ 1_' Area Manager Oklahoma Resource Area RECORD OF DECISION on the Proposed Kansas Resource Management Plan and Final Environmental Impact Statement September 1991 RECORD OF DECISION The decision is hereby made to approve the proposed decision as described in the Proposed Kansas Resource Management Plan/Final Env ironmental Impact Statement (RMP/FEIS July 1991), MANAGEMENT CONSZOERATXONS The decision to approve the Proposed Plan is based on: (1) the input received from the public, other Federal and state agencies; (2) the environmental analysis for the alternatives considered in the Draft RMP/Oraft EIS, as we11 as the Proposed Kansas RMP/FEIS. -
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. -
2021 Lovewell Spring Newsletter
LOVEWELL STATE PARK SPRING NEWSLETTER March 2021 Welcome to this edition of the Lovewell State Park Spring Newsletter! We sincerely hope you enjoy it and will provide us feedback on the format and content. 2020 — A Record Year!! STATE PARK FEES FOR 2021 Annual Vehicle $25.00 With the outbreak of a global pandemic in Kansas SR/Disabled Annual $13.75 March of 2020, the Daily Vehicle $ 5.00 future of Kansas Kansas SR/Disabled Daily $ 3.25 State Parks was at first uncertain. But by Unconventional Vehicle Permit $52.50 mid-April, as visitors Annual Camp Permit $202.50 ($252.50 after March 31) began to see the state 14 Day Camp Permit $112.50 parks as a way to social distance and still get out of the house and make wonderful outdoor memories, the flood gates opened Daily Camp $ 10.00 and parks like Lovewell State Park were busier than ever before! Prime Site (all 50amp sites) $ 2.00 All primitive and utility campgrounds were full from late April Electricity $ 9.00 through the end of July, and nearly full for most of August. Many of the visitors were completely new to camping, fishing Elect/Water $11.00 and boating. This resulted in a record year for visitation and Elect/Water/Sewer $12.00 revenue for all of our Kansas State Parks. Catch phrases like the Seasonal Campsite Elect $371.50 per month “new normal” have become a reality. This is evidenced by the launch of our 2021 camping inventory this past December, Seasonal Campsite Elect/Water $431.50 per month which was DOUBLE that of the launch date in 2020! Therefore, Seasonal Campsite Elect/Water/Sewer $491.50 per month it is seemingly imperative to reserve your 2021 camping cabin or * Transaction Fee of $2.75 will be added to each campsite transaction TOTAL. -
58Th Annual Report
REPUBLICAN RIVER COMPACT ADMINISTRATION 58TH ANNUAL REPORT FOR THE YEAR 2018 COLBY, KANSAS AUGUST 22, 2019 Table of Contents Special Meeting of the RRCA – November 6, 2018 3 Summary and Minutes of the Special Meeting 4 Exhibit A: Attendance 8 Exhibit B: Agenda 9 Exhibit C: First Amendment to Resolution by the Republican River Compact Administration Approving Operation and Accounting for the Colorado Compact Compliance Pipeline and Colorado’s Compliance Efforts in the South Fork Republican River Basin 10 Annual Meeting of the RRCA – August 22, 2019 12 Summary and Minutes of the Annual Meeting 13 Exhibit A: Transcript 21 Exhibit B: Attendance 90 Exhibit C: Agenda 94 Exhibit D: Nebraska Water Report 95 Exhibit E: U.S. Bureau of Reclamation Report 97 Exhibit F: U.S. Geological Survey Report 106 Exhibit G: Engineering Committee Report 116 RRCA Approval of the 59th Annual Report 161 REPUBLICAN RIVER COMPACT ADMINISTRATION Special Meeting November 6, 2018 Discussion of Operation and Accounting for the Colorado Compact Compliance Pipeline and Colorado’s Compliance Efforts in the South Fork Republican Basin 3 SUMMARY AND MINUTES OF THE 2018 SPECIAL MEETING OF THE REPUBLICAN RIVER COMPACT ADMINISTRATION NOVEMBER 6, 2018 HELD AT THE COLORADO DEPARTMENT OF AGRICULTURE BROOMFIELD, COLORADO Summary The following summary of the special meeting was prepared utilizing a recording of the meeting. Agenda Item 1: Introductions The special meeting of the Republican River Compact Administration (RRCA) was called to order by Kansas Commissioner and Chairman David Barfield at 9:05 a.m. MST, November 6, 2018. Commissioner Barfield asked for introductions around the room and on the phone. -
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2
Simulation of Flows and Water Quality in the California Aqueduct Using DSM2 Siqing Liu, Bob Suits DWR, Bay Delta Office, Modeling Support Branch 2011 CWEMF Annual Meeting, February 28 –March 2 1 Topics • Project objectives • Aqueduct System modeled • Assumptions / issues with modeling • Model results –Flows / Storage, EC, Bromide 2 Objectives Simulate Aqueduct hydraulics and water quality • 1990 – 2010 period • DSM2 Aqueduct version calibrated by CH2Mhill Achieve 1st step in enabling forecasting Physical System Canals simulated • South Bay Aqueduct (42 miles) • California Aqueduct (444 miles) • East Branch to Silverwood Lake • West Branch to Pyramid Lake (40 miles) • Delta‐Mendota Canal (117 miles) 4 Physical System, cont Pumping Plants Banks Pumping Plant Buena Vista (Check 30) Jones Pumping Plant Teerink (Check 35) South Bay Chrisman (Check 36) O’Neill Pumping-Generating Edmonston (Check 40) Gianelli Pumping-Generating Alamo (Check 42) Dos Amigos (Check 13) Oso (West Branch) Las Perillas (Costal branch) Pearblossom (Check 58) 5 Physical System, cont Check structures and gates • Pools separated by check structures throughout the aqueduct system (SWP: 66, DMC: 21 ) • Gates at check structures regulate flow rates and water surface elevation 6 Physical System, cont Turnout and diversion structures • Water delivered to agricultural and municipal contractors through diversion structures • Over 270 diversion structures on SWP • Over 200 turnouts on DMC 7 Physical System, cont Reservoirs / Lakes Represented as complete mixing of water body • -
Lake Level Management Plans Water Year 2017
LAKE LEVEL MANAGEMENT PLANS WATER YEAR 2017 KANSAS WATER OFFICE 2016 CORPS OF ENGINEERS, KANSAS CITY DISTRICT ............................................................................................................................................................ 1 CLINTON LAKE ............................................................................................................................................................................................................ 3 HILLSDALE LAKE ......................................................................................................................................................................................................... 5 KANOPOLIS LAKE ........................................................................................................................................................................................................ 7 MELVERN LAKE ........................................................................................................................................................................................................... 9 MILFORD LAKE ......................................................................................................................................................................................................... 11 PERRY LAKE ............................................................................................................................................................................................................. -
CA-Waterways-Map.Pdf
O R E G O N S rk m o it F h e dl R Mid . Goose Lake S o ut k h r o F C K l O O a m a N t h r Sa e c v r er i a Riv R m d e u A A aterways n o l t o o C c R W M E V A D i v e R i r r t v i e Some of the water you use every day has probably traveled T P r S S r i n i Trinity Lake ty M a d T T R iv er great distances and over high mountain ranges before reaching E UREKA R i v e r Shasta Lake Va n your faucet. This is because water is not always where we need R EDDING Du Clear zen Whiskeytown River Creek Lake Tunnel it. In California, most of the rain and snowfall is in the north. But Lake Antelope E Almanor Lake e l most of the people live in the south. The solution is to distribute S a R c i v r e a r m Corning R k Lake Frenchman e r n o Canal F Davis Lake the water to where it is needed through delivery systems such t o h t r o A R N rk Black i Fo v e e Butte r dl id as the State Water Project (SWP). Lake M Lake k N or F Oroville h t u So G Thermalito New Bullards The SWP delivers water from Lake Oroville in the north to the T Forebay and Bar Reservoir e h Lake Oroville Afterbay F e a a Visitors Center Indian m t h r a a e Valley e iv E R R r a San Francisco Bay area, the San Joaquin Valley, and Southern b u u Y Reservoir - s s i Clear Lake R a C i n o v e l u r S R sa i California. -
Downstream of O'neill Forebay
DSM2DSM2 CaliforniaCalifornia AqueductAqueduct ExtensionExtension Presented to California Water and Environmental Modeling Forum March 1, 2005 Introduction and Project Goals • CH2M HILL is constructing a DSM2 model of the California Aqueduct on behalf of DWR’s Municipal Water Quality Investigation (MWQI) program and the State Water Project Contractors • Goals: – Detailed evaluation of Aqueduct Hydrodynamics, Water Quality, and Operations – Forecasting short-term and long-term water quality – Potential for Real-time analysis of Water Quality throughout system Model Coverage and Geometry • The model includes – California Aqueduct, South Bay Aqueduct – East Branch to Silverwood Lake, West Branch to Pyramid Lake, – San Luis Reservoir and O’Neill Forebay, and – DMC from Tracy Pumping Plant to the Mendota Pool – 580 miles in total • EXCEL tool built to generate ASCII cross section files • Pipes and Tunnels treated as channels Model Area Model Schematic Boundary Conditions • Flow at Tracy and Banks • San Luis Reservoir Operations • DMC and O’Neill Forebay Operations • Diversions to South Bay Aqueduct and West Branch (pumping plant data) • Contractor Diversions Database • Mass Balance Closure Terms Application-specific issues • Treatment of Check Structures – gates and weirs to control elevation • Use of Object to Object programming – DSM2 tool that allows for instantaneous transfer of water from location to another • Flow into South Bay Aqueduct • O’Neill Pumping and Generating Flows • Gianelli Pumping and Generating Flows • Flow into South Bay -
Size and Age Structure of Introduced Populations of Blue Catfish
Fort Hays State University FHSU Scholars Repository Master's Theses Graduate School Spring 2019 Size and Age Structure of Introduced Populations of Blue Catfish (Ictalurus furcatus) in Two Kansas Reservoirs and Implications for Management Ernesto Flores Fort Hays State University, [email protected] Follow this and additional works at: https://scholars.fhsu.edu/theses Part of the Integrative Biology Commons, and the Marine Biology Commons Recommended Citation Flores, Ernesto, "Size and Age Structure of Introduced Populations of Blue Catfish (Ictalurus furcatus) in Two Kansas Reservoirs and Implications for Management" (2019). Master's Theses. 3129. https://scholars.fhsu.edu/theses/3129 This Thesis is brought to you for free and open access by the Graduate School at FHSU Scholars Repository. It has been accepted for inclusion in Master's Theses by an authorized administrator of FHSU Scholars Repository. This thesis for Master of Science degree by Ernesto Flores has been approved by _____________________________ Chair, Supervisory Committee ______________________________ Supervisory Committee ______________________________ Supervisory Committee ______________________________ Supervisory Committee ____________________________________ Chair, Department of Biological Sciences i ABSTRACT The introduction of a new fish species into an aquatic ecosystem can bring about many challenges for fisheries managers. Questions might arise for the manager regarding the initial sportfish survival rate, grow rate, reproduction and recruitment, and what -
By W. R. Osterkamp, R. E. Curtis, Jr., and H. G. Crowther Water
SEDIMENT AND CHANNEL-GEOMETRY INVESTIGATIONS FOR THE KANSAS RIVER BANK-STABILIZATION STUDY," KANSAS, NEBRASKA, AND COLORADO By W. R. Osterkamp, R. E. Curtis, Jr., and H. G. Crowther U.S. GEOLOGICAL SURVEY Water-Resources Investigations Open-File Report 81-128 Prepared in cooperation with the U.S. ARMY CORPS OF ENGINEERS The content and conclusions of this report do not necessarily represent the views of the Corps of Engineers. Lawrence, Kansas 1982 CONTENTS Page Abstract ................................................................ 6 Introduction ............................................................ 7 Fluvial sediment ........................................................ 10 Available data ..................................................... 10 Methods of analysis ................................................ 10 Sediment yi elds .................................................... 23 Temporal changes in sediment yields ................................ 32 Temporal changes in particle-size distributions .................... 40 Channel-geometry relations .............................................. 43 Avai1able data ..................................................... 43 Width-discharge relations .......................................... 49 Gradient-discharge relations ....................................... 51 Stage-time relations ............................................... 52 Synopsis of fluvial processes ........................................... 64 Observations ......................................................