2003
DOI: 10.1111/j.1745-6584.2003.tb02606.x
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Estimating Ground Water Discharge by Hydrograph Separation

Abstract: Iron Mountain is located in the West Shasta Mining District in California. An investigation of the generation of acid rock drainage and metals loading to Boulder Creek at Iron Mountain was conducted. As part of that investigation, a hydrograph separation technique was used to determine the contribution of ground water to total flow in Boulder Creek. During high-flow storm events in the winter months, peak flow in Boulder Creek can exceed 22.7 m3/sec, and comprises surface runoff, interflow, and ground water di… Show more

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Cited by 13 publications
(6 citation statements)
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“…An estimation of groundwater contribution to streamflow can be realized by separating a stream hydrograph into the different runoff components, such as baseflow and quickflow, and then assuming that baseflow represents groundwater discharge into the stream (e.g., Meyboom, 1961;Mau and Winter, 1997;Hannula et al, 2003;Wittenberg, 20 2003). Numerous methods are used for hydrograph separation, including graphical techniques (e.g., Horton, 1933;Barnes, 1939;Chow, 1964), or employing numerical algorithms (e.g., Lyne and Hollick, 1979;Pettyjohn and Henning, 1979;Boughton, 1993;Jakeman and Hornberger, 1993).…”
Section: Hydrograph Separationmentioning
confidence: 99%
“…An estimation of groundwater contribution to streamflow can be realized by separating a stream hydrograph into the different runoff components, such as baseflow and quickflow, and then assuming that baseflow represents groundwater discharge into the stream (e.g., Meyboom, 1961;Mau and Winter, 1997;Hannula et al, 2003;Wittenberg, 20 2003). Numerous methods are used for hydrograph separation, including graphical techniques (e.g., Horton, 1933;Barnes, 1939;Chow, 1964), or employing numerical algorithms (e.g., Lyne and Hollick, 1979;Pettyjohn and Henning, 1979;Boughton, 1993;Jakeman and Hornberger, 1993).…”
Section: Hydrograph Separationmentioning
confidence: 99%
“…An estimation of the groundwater contribution to streamflow can be realized by separating a stream hydrograph into the different runoff components, such as baseflow and quickflow (e.g., Chow, 1964;Linsley et al, 1988;Hornberger et al, 1998;Davie, 2002), and then assuming that baseflow represents groundwater discharge into the stream (e.g., Mau and Winter, 1997;Hannula et al, 2003).…”
Section: Hydrograph Separationmentioning
confidence: 99%
“…Recession curves give a direct representation of channel storage effects and storage delay times because they express the drained volume from the basin groundwater (Boughton and Askew 1968; Hall 1968; Riggs 1985). Consequently, the storage coefficient can be determined using the following formulation (Hannula et al 2003; Chen et al 2012): S=Q1kAY1, where Q1 is a streamflow rate at a specified time (m 3 /a), k is a recession constant, and Y1 is an average groundwater stage (m) at a specified time (years). After the peak of a recession event, a recession constant increases with time for a short time interval (phase I) because it is modulated by surface flows (Biswal and Nagesh Kumar 2014).…”
Section: Methodsmentioning
confidence: 99%
“…Recession curves give a direct representation of channel storage effects and storage delay times because they express the drained volume from the basin groundwater (Boughton and Askew 1968;Hall 1968;Riggs 1985). Consequently, the storage coefficient can be determined using the following formulation (Hannula et al 2003;Chen et al 2012):…”
Section: Groundwater Net Rechargementioning
confidence: 99%