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<br /> <br />:' <br /> <br />560 <br /> <br />J'! <br /> <br />o <br /> <br />" <br /> <br />".. <br /> <br />M. G. FOLEY <br /> <br />X' _:::::- <br />\ S.Q~t~~.~Ro~d...,....~" <br />a\lO\o..../la.,c--~. <br />__. ::...:......: ~'J '~~J <br />...-' Q <br /> <br />Apdc1le Saddle <br />Rqt.SIQ. <br />, <br />c,,:-~~ <br />NoroeSle <br />WI, <br />.,- <br />Pi~s <br /> <br /> <br />Figure 1. Study area and indo:: map showing locarion of srudy area. <br /> <br />The flow of such streams undergoes transition from the lower flow viation of 5.2, By Schumm's criterion (1961, Fig. 38) this gcain-s <br />regime (dune-covered bed) co the upper flow regime (flat-bed or spectrum and the channel cross-section geometry suggest thai <br />antidune bed form) or vice versa with only small changes of dis- Quatal Creek is stable, neither actively aggrading.nor degrading.,;, <br />charge (Bcooks, 1958; Colby, 1960). Under these conditions, Mean annual precipiration ar Partiway (Fig. I), the nearesr raioc- <br />Sl:dimenr-ccanspoft equilibrium may not prevail, and mean-bed gaging sracion currendy operating. was 24.9 em foe the 1931-1960: <br />scour and fill may be possible. This paper describes a series of field period, with most of me precipitation falling between Decembe;' <br />and labo(3cory aperirnems in which total bed reworIdng during and April. Summer thunderstorms can ca~ significant runoff, but- <br />floods in sand-bed ephemeral streams is compared with esriInared no large thunderstorms affeCted upper Quatal Canyon during the <br />or measured bed-fOrm amplitude. investigarion discus~d herein. All significant tunoff events eX,:,: <br />curred between November and February. <br /> <br />"- <br /> <br />1404~. <br /> <br />FlEW EXPERIMENTS <br /> <br />Field experiments on SCour and fill were conduered in an ephem- <br />eral stream in northwest Ventura Couney, 135 km nonhwesr of Los <br />Angeles, California, in the winters of 1973-74 and 1974-75. A <br />modificarion of a previously developed scour.and-fiU recording <br />reehnique (Miller and Lenpold, 1963) was applied [Q a limired <br />reach of me stream so that the pattern and magnitude of tOtal bed <br />reworking within that reach could be determined. Conceptually, <br />mean-bed scour and fill in the study reach could be approximarely <br />determined by subtracting estimated bed.form scour and fill from <br />total scour and fill. <br /> <br />Study Area <br /> <br />Quatal Creek, an east.side tributary of the Cuyama River (Fig. <br />I), heads on the west flank of Cerro Noroesre (2,526-m elev) and <br />drains approximately 111 km! in the Los Padres National Forest in <br />Kern, Ventura, and Santa Barbara Counties, California (Fig. 2). <br />Details of the drainage basin are shown on the following U.s. <br />Geological Survey 7.5' series topographic quadrangles: Sawmill <br />Mountain, Apache Canyon, and Cuyama Peak. The study area lies <br />in the Apache Canyon quadrangle. Tertiary rocks cropping oUt in <br />the drainage upstream of the study area provide sediment from clay <br />. co cobbles, augmented with boulders from Quaternary pediment <br />gravel. The geometric mean of the sediment size for the first 10 km <br />of stream bed above the srudy area is 1.3 mm, with a standard de. <br /> <br />FrOlitl' <br /> <br />, <br />t <br />;'. <br />LOS ~ <br /> <br />t'~NGElES i <br /> <br /> <br />, I' <br />., <br /> <br /> <br />.i <br />I <br />", ! <br /> <br />lake <br />alltle Park <br />-, <br /> <br />/l <br /> <br />116. <br /> <br />" <br /> <br /> <br />Investigative Procedures <br /> <br /> <br />A topographic base map was prepared with plane rable and tel ' <br />scope al.idade of [he test reach at a scale of 1: 1,200 with a contour] <br />interval of 0.5 m (Fig. 3). The base map was used for prop'. <br />emplacement of a scour-cord network. Previous investigators, e,m.-,,' <br />ploying the technique of Miller and Leopold (1963), have used:, <br />chain of 1. to 2-cm links emplaced vertically in an excavated hol. <br />and anchored at [he bottom. The chains were arranged either singlj <br />along the stream centerline and spaced from 150 to 300 m apait..o <br />in groups mat formed more widely spaced rows across the stte " <br />with chains from 1.5 to 3 m apan (Emmerr and Leopold, 1963L <br />In order [0 gain better understanding of the detailed behavio~~ <br />the stream bed during floods, a two-dimensional array of!:r., <br />..t". <br />buried scour-cords (3-mm nylon cord) was installed in the.,..., <br />reach of Quatal Creek (Fig. 3). Ir was hoped that this arcapiu, <br />provide scour-pattern data distinguishing mean-bed scour ancff'~ <br />from local scour and fill caused by bed-form migration. The'.aa <br />consisted of 12 sets of 8 to 10 scour-cords, with a 6-m spacing:{ .', <br />setS of scour.cords were parallel [Q each ocher and roughly pc <br />pendicular to the highest banks of the acri'Ve channel. The a~ <br />was locally distorted to avoid a brushy island, since the brU:~ <br />_covered parts probably had nor been appreciably scoured for_~j <br />. ~f.~ <br />eral yea~. ;.: .'''.~~'' <br />The use of nylon cord for smur indicators was a departure ft?.., <br />normal practice, where large link chain is used. Experiments b(.!,- <br />..ot <br />.;1,> <br />