Laserfiche WebLink
<br />r:.... (C'-',.-:. <br /> <br />r.' <br /> <br />400 <br /> <br />00: 3~7 <br /> <br />........ <br /> <br />J. A. STANFORD ET AL. <br /> <br />(a) <br /> <br />1920-1929 <br /> <br />(b) <br /> <br />:';... <br /> <br />1983.1992 <br /> <br />'<;/:'~:"'.:;.,. <br /> <br />8000 <br /> <br /> <br />. ,...... :..... <br />.~~:~~~~;;i~J.::f\.~ <br /> <br />14000 <br />12000 <br /> <br />.....;... <br /> <br />- <br />110000 <br /> <br />. ...... <br />.~. '..' <br />.:.' <br /> <br />...... <br /> <br />. <br />E' <br />. <br />.c <br />u <br />G <br />a <br /> <br />6000 <br />400Q <br />2000 <br />o <br /> <br />...----...-..--.-....,.-;.,;..;:,;--...-.- <br />'~'" .,. ........ ...'" , ......... <br />T -.. .lo...}.... . J.. '!Io..1. - ....,. -.. <br />. ..~./ . '\. ;" I'''''.... -""'. <br />4'. ......":.'_ !'~-:' _""- ."'~\~!......~'~. _.." ~,r....~_.I". <br /> <br />;':::>'(';.1 <br />,c. .~. ......... <br />.' . . <br />::-'..';.::. -; <br /> <br />~ . -;" , <br /> <br />400 <br />-;;- 300 <br />E <br />~ 200 <br />. <br />l!' 100 <br />.. <br />~ 0 <br />?; -100 <br />.. <br />c <br />" -200 <br />.. <br />~ .300 <br />0400 <br /> <br /> <br />"..... "-' <br />-::-,,::,:.",. .: <br />..... . <br />'.>. .~., <br />. ','. .-' . <br />i::;'.,;:,y <br /> <br />L",;.;<:~~. '. <br /> <br />j ::~.~'/..~.~:;.'~;;.'~.. <br /> <br />~ . .~:.~:; ~~ . :~:~ -:; :.~ <br /> <br />.:.' <br /> <br />ONDJFMAMJJAS <br />Water Vear <br /> <br />ONDJFMAMJJAS <br />Water Year <br /> <br />~. .:.. <br />;:.:..';l-....:;:::: <br /> <br />l:;j~;.::;;~1,;.: <br />:;~::~;;:'(.':Ji <br /> <br />:.;." ....... <br />. ,........ <br />:.,tl:{~,!:((: <br /> <br />. .......~.. ,'.' <br />.:r<.;::.... ".;.'~ <br />, ......,..., <br /> <br />..f}:~~~~::;:!1 <br />ii <br /> <br /> <br />.'.r'. . F <br /> <br />20 <br /> <br />. 15 <br />'" <br />i 10 <br />.c <br /><J 5 <br />~ <br />~ <br />a; <br />c <br />" <br />.. <br />. <br />::i <br /> <br />o <br /> <br /> <br />.5 <br />-10 <br /> <br />-15 <br />..20 <br /> <br />Figure 4. (a) Discharge of the Columbia River, USA, in the Hanford Reach, an eighth-order segment in the piedmont transition (s~ <br />Figure 2) between Priest Rapids and the confluence of the Snake River. for the period 1920-1929 when no large storage dams were pre- <br />sent upstl'e-am. In the top panel the solid line is mean daily discharge plaited for each day of the water year beginning] October and <br />ending 30 September, and the broken line pIon standard error. These data were used to calculate average daily change in discharge (mid- <br />dle panel) .md average percentage daily change (ball om panel) (b) Same as (a), except data are for the period 1983-1992. when the flow <br />of lhe Columbia River in thIS reach was regulated by Priest Rapids and other dams ups[ream (derived from US Geological Survey data, <br />Reston, Virginia. USA) <br /> <br />.>:.:.: /.~ <br />..:.:. ".'W" <br /> <br />.~ ..' <br /> <br />" <br /> <br />.....:.. <br /> <br />:~ . <br /> <br />mountain valley floodplains, thereby severing the river continuum. Mass transport dynamics that create <br />instream and floodplain habitats for riverine biota are drastically altered. Flood peaks are eliminated, <br />daily discharges arc more variable (e,g, Figure 4) and temperature seasonality may be reduced or lost <br />(Stanford and Hauer, 1992; Blinn ef al., 1995). <br /> <br /> <br />..... <br /> <br />-- I <br />. -- <br /> <br />,I <br /> <br /> <br />,,~: <br /> <br />