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Last modified
1/26/2010 12:28:24 PM
Creation date
10/11/2006 10:01:27 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8407.600
Description
Platte River Basin - River Basin General Publications - Kansas General Publications
State
CO
Basin
South Platte
Water Division
1
Date
6/1/1965
Author
Kansas Water Resourc
Title
Kansas Streamflow Characteristics - Part 6A - Base Flow Data - Technical Report Number 6A
Water Supply Pro - Doc Type
Report/Study
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<br />2 <br /> <br />INTRODUCTION <br /> <br />This report is part A of the sixth in a series of studies of Kansas <br />streamflow characteristics undertaken as a part of the cooperative pro- <br />grams for water resources investigations between State of Kansas agencies <br />and the U.S. Geological Survey. Prior technical reports in the series had <br />included investigations of the following: The percent of time that stream- <br />flow of a given magnitude can be expected to be equaled or exceededl; the <br />frequency that minimum flow for periods of given length may fall below <br />various rates2; the magnitude and frequency of flood discharges3; the ad- <br />equacy of various storage capacities to sustain the low flow of streams <br />above various rates4; the adequac5' of various storage capacities to limit <br />flood releases below various rates . This sixth report in the series is an <br />analysis of base flow or that flow largely derived from ground-water sources. <br />To release information as quickly as possible, Report No.6 will be pub- <br />lished in several parts. This first part contains principally the basic data <br />of base flow and will provide information for future parts in analyzing pro- <br />bability distributions, recession rates and other characteristics of base <br />flow. <br /> <br />Base-flow analyses are needed in Kansas to provide further insight into <br />resolving low-flow problems. An earlier report2 discussed the low flows <br />of streams and the needs for low-flow data and methods for predicting how <br />frequently the streams may reach certain low rates of flow. However, <br />these low rates of flow during the more prolonged periods include some <br />storm runoff. This storm runoff will decrease in the future as more head- <br />water development such as farm ponds, detention reservoirs and soil treat- <br />ment practices retain the rain where it falls. Therefore because base flow <br /> <br />1 Furness, L. W., 1959, Kansas streamflow characteristics, pt. 1, Flow dura- <br />tion: Kansas Water Resources Board, Tech. Rept. No.1. <br /> <br />2 Furness, L. <br />frequency: <br /> <br />W., 1960, Kansas streamflow characteristics, pt. 2, Low-flow <br />Kansas Water Resources Board, Tech. Rept. No.2. <br /> <br />3 <br />Ellis, D. W., and Edelen, G. W., Jr., 1960, Kansas streamflow characteris- <br />tics, pt. 3, Flood frequency: Kansas Water Resources Board, Tech. Rept. <br />No.3. <br /> <br />4 Furness, L. W., 1962, Kansas streamflow characteristics, pt. 4, Storage <br />requirements to sustain gross reservoir outflow: Kansas Water Resources <br />Board, Tech. Rept. No.4. <br /> <br />5 Furness, L. W., Burns, C. V., and Busby, M. W., 1964, Kansas streamflow <br />characteristics, pt. 5, Storage requirements to control high flow: Kansas <br />Water Resources Board, Tech. Rept. No.5. <br />
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