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<br />, <br />~ <br /> <br />The type, distribution, and density of <br />vegetation in streams in the study area are highly <br />variable. Vegetation types found in and along many <br />streams in central Arizona include saltcedar, <br />willow, cottonwood, mesquite, palo verde, and a <br />variety of brush and grass species. The spatial <br />distribution and density of vegetation near streams <br />may depend on the availability, quality, and flow <br />characteristics of the water. For example, in the <br />few perennial streams, vegetation grows parallel to <br />base-flow channels; whereas, in ephemeral <br />channels, vegetation often grows randomly <br />throughout the main channel. <br /> <br />Previous Investigations <br /> <br />Previous investigations have attempted to <br />quantify the retarding effects of certain types of <br />vegetation on flow. Most of these studies, however; <br />were limited primarily to unchanging <br />main-channel vegetation (Chow, 1959; Aldridge <br />and Garrett, 1973; Thomsen and Hjalmarson, <br />1991), unchanging flood-plain vegetation (Petryk <br />and Bosmajian, 1975; Arcement and Schneider, <br />1989; Fathi-Maghadam and Kouwen, 1997), and <br />unchanging streambank vegetation (Jarrett, 1985; <br />Masterman and Thome, 1992; Coon, 1995). Some <br />investigators have attempted to assess the effect of <br />flow on grass growing in manmade channels and <br />developed relations useful for estimation of the <br />corresponding change in flow resistance associated <br />with laid-over grasses (Ree and Palmer, 1949; <br />Phelps, 1970; and Kouwen and Unny, 1973). Apart <br />from a preliminary relation between flow and the <br />flow-induced changes in vegetation conditions <br />developed by Phillips and Hjalmarson (1994), and <br />several other investigations that only marginally <br />address this problem (Li and Shen, 1973; <br />Burkham, 1976; and Ohlemutz, 1992), no <br />comprehensive data set or methodologies exist for <br />estimating the changes in channel conveyance that <br />result from flow-induced changes in the condition <br />of brush and small trees that commonly grow <br />throughout the main channel of natural and man- <br />made streams in semiarid to arid environments. <br />Phillips and Hjalmarson (1994) developed a <br />simple empirical relation that describes the effects <br />of flow on vegetation and is based on vegetation <br />and flow data collected before, during, and after 13 <br /> <br />flows at II sites in central Arizona. Average <br />vegetation height was determined for preflow <br />conditions, and the flow was described in terms of <br />stream power. Stream power, which is a measure of <br />energy transfer, was computed at cross sections on <br />the basis of postflow-channel conditions. Phillips' <br />and Hjalmarson (1994, fig. I) indicate that the <br />effect of the flow (no effect, little effect, laid-over, <br />or removed) on vegetation is related to stream <br />power and vegetation height. Although the relation <br />between stream power, vegetation height, and the <br />effect of flow on the vegetation correlated well, <br />there was a clear need for more detailed research <br />and study of the physical characteristics of <br />vegetation and the variable effects of flow on these <br />conditions. The information and relation presented <br />in this report are an extension of the work by <br />Phillips and Hjalmarson (1994). <br /> <br />DATA COLLECTION AND ANALYSIS <br /> <br />Hydraulic data, vegetation data, and substrate <br />data were collected for this investigation. <br />Hydraulic data included measured or estimated <br />discharge, water-surface profiles, and channel <br />cross-section characteristics. Vegetation condi- <br />tions, such as average height and density, were <br />measured or estimated, described, and photo- <br />graphed before and after peak flows; thus, flow- <br />induced changes to vegetation were documented <br />shortly after flow subsided. Substrate data, which <br />consist of the median diameter of bed material, <br />were obtained either by visual examination or by <br />measuring the intermediate axis of a representative <br />population of particles. <br /> <br />Hydraulic Data <br /> <br />Although the determination of discharge is <br />essential for many hydraulic studies, the actual <br />power and force of the flow are better indicators of <br />flow-induced changes in vegetation and substrate <br />conditions. For example, Costa (1987) suggests <br />that some floods in small basins with low unit <br />discharges can produce values of shear stress and <br />stream power per unit area of channel bed that are <br />substantially greater than those for floods in large <br />rivers. Additionally, Costa's (1987) findings <br /> <br />Data Collection and Analysis 5 <br />