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WSP09221
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Last modified
1/26/2010 2:52:03 PM
Creation date
10/12/2006 3:32:01 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
7630.425
Description
Wild and Scenic - Piedra River
State
CO
Basin
Western Slope
Water Division
7
Date
1/1/1991
Author
Julie Stromberg Dunc
Title
Instream Flow Requirements for Cottonwoods at Bishop Creek - Inyo County - California
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />000078 <br /> <br />ror, the large range of the classes mini- <br />mizes the error rate. <br /> <br />commonality in <br />reaches. <br />Univariate re~ <br />to explore telat <br />ring width from <br />lowing variablt"! <br />during the wa <br />growing season <br />year flow volur <br />and during the <br />cipitation durinl <br />ing season, (4) a <br />ature during t <br />during indivirll.; <br />year ring width. <br />sian analysis ..... <br />reach-specific IT <br />nual ring width <br />the most approF <br />ring width was <br />cause it servE'S a~ <br />or-year environ I <br />berg and Patten <br />flow was selectee <br />able over paran <br />taneous minima <br />riparian trees ca <br />of droughl. Flo <br />measured disch <br />plant 6, whereas <br />reaches were es <br />tions on inputs <br />runoff and othel <br />nearest stream; <br />saciates 1990). <br />The instream <br />5 WE're calibrate <br />oped from rane <br />trees and verifie <br />sample (n = 14 ; <br />son correlations <br />actual ring widt: <br />within-reach VI <br />Cook and Jacob: <br />4 cottonwoods <br />small sample si: <br />verified beo..'eel <br />correlation COl <br />widths for a gi' <br /> <br />TABLE 1 <br />Location. age. al/d $I::.e (dbhJ of $!udy trres at Bishop Creekil <br /> <br /> Distance to Height above <br /> slreambank streambt'd Ag. EIl'valion <br />Reach Site Species " (m) (ml (years) dbh (em) (m) <br />2 POTR II 11.1 !; 8.2 1.3!; 0.5 57 !; 17 25 ~ i 2.024 <br /> 2 POTR 12 8.6!; 5.9 1.7 = 1.3 62 = 20 29 ~ 9 2.020 <br /> 3 POTR . 7.0 = 3.5 1.3 = 0.3 47=12 29 = 7 2,015 <br />. I POFR . 3.91:0.7 I.l .:!: 0.3 6-11:12 361:11 1.508 <br /> 2 POIR 5 16.2 = 1.2 1.1 = 0.1 29 = 7 21=4 104M. <br /> 3 POTR 5 7.2 = 3.0 1.7.:!: 0.4 21 .:!: 4 19:!:6 10465 <br />5 I POFR 5 1.8 = 1.1 0.6 = 0.4 39=19 42:!: 17 1,390 <br /> 2 rOFR 5 6.0 = 49 0.6 = 0.4 34 ::t 18 45 1: 22 1,387 <br /> 3 POFR 5 0.7:!: 1.3 0.1 = 0.1 38:!: 2 50:!: 7 1,385 <br />6 I POFR . 6.2 =:21 l.l :!: 0.-1 09.:!: 15 71 ::t 19 1,380 <br />. Values shown are means followt'd by standard dt'viation. POTR - Populus trichocarpa. POFR - P. <br />trrmllllln. <br /> <br />~1ETHODS <br /> <br />The gent"Tal methodology consisted of <br />field sampling in fall 1989 to colll'ct incre- <br />ment cores and assess tree vigor,laboratory <br />.....ork to prepare the cores and measure <br />.....idth of tree rings, and data analysis. <br /> <br />Field Sampling <br /> <br />Three sites \\-'ere sampled in each of the <br />divt"Tted reaches, and one site was sampled <br />in the supplemented-flow reach. immedi- <br />ately belo..... power plant 6. Sites were not <br />randomh' located. Thev were selected in <br />those se~tions of the ;eaches supporting <br />cottonwood populations. The response of <br />the study populations thus may not accu- <br />rately represent the reaches as a whole. <br />particularly for reaches 4 and 5. Trees .....ere <br />selected randomly within sites. after ex- <br />cluding trees < 15 em diameter at brea~t <br />height (dbh). Trees were distributed from <br />o to 30 m from the streambank, and 0 to 5 <br />m above the thalweg (Table 1). <br />Increment cores (t\o.'o per tree) were col- <br />lected from 4 to 12 cottonwoods (black or <br />Fremont) per site. Vigor of the cored trees, <br />and of additional trees at each site, was <br />assessed by assigning each tree a canopy <br />vigor class based on subjective determi- <br />nation of the fullness of the canopy. The <br />classes were as follows: class 5 trees had <br />81-100% of potential canopy; class 4, 61- <br />80%; class 3, 41-60%; class 2, 21-40%; class <br />1. <21%; and 0 trees were dead. Although <br />subjective and thus subject to sampling er- <br /> <br />Increment Core Analysis <br /> <br />Increment cores were mounted and <br />sanded following standard methods (Fritts <br />1976). After cross-dating between speci- <br />mens. the ring widths were measured to <br />Ihe nearest 0.01 mm using an automated <br />measurement system. Ring-width chro- <br />nologies were generated for each tree by <br />laking the mean value for the two repli- <br />cates. Chronologies for individual trees <br />were then standardized to a value of I 10 <br />remove the variance in growth due to age <br />(Fritts 1976). This involved fitling a curve <br />or straight line to each chronology and di- <br />viding the actual annual ring width by the <br />values generated from the curve. Reach <br />chronologies were gent:'rated by averaging <br />the standardized chronologies for all ma- <br />ture (>20 years) trees. <br /> <br />Statistical Analysis <br /> <br />Mean sensitivity of the ring chronolo- <br />gies (a measure of the year-to--year varia- <br />tion in growth; Fritts 1976) was calculated <br />for each reach. Correlation coefficients be- <br />tween ring chronologies were determined <br />among all trees within each reach as a mea- <br />sure of the between-tree commonalitv in <br />annual growth pattern. Correlation coef- <br />ficients .....ere also determined betv.'een <br />reach chronologies as a measure of the <br /> <br />Instream Flow-l <br />DlVerud Reaches <br />three diverted re <br /> <br />I.... · <br />..~- <br /> <br />January 1991 <br /> <br />I J. c. Strom bel <br /> <br />RiveN' Volume 2, Number 1 <br />
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