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Home My WebLink AboutSUS275' sus 27: Dot:.-nt No. : SUSITNA HYDROELECTRIC PROJECT RESPONSE OF AQUATIC HABITAT SIJAFACE AREAS TO MAIHSTEM OISQiAROE IN THE TAU<EEn.A TO DEVIL CANYON RE~ OF THE SUSITNA RIVER. ALASKA By Sharon Klinger and Woody Tr I hey E. WoocJy T r I hey c!. As sex: I ates P.O. Box 1117H Anchorage . Alaska 99511 Under Contract To Harze-Ebasco Susltna Joint Venture Prepared for Alaska Power Authority Draft Report May 1984 UNIVERSITY OF ALASKA AACTIC £NVIRO Nr.:::;;T \~ INFORMATION AND OA1n CEt•TER 707 A STR££T NCitOIIoOI. 1« 99ml a • ACKHCltl.EOGOENTS Aer lei photography was flown end continuous photo 110selcs prepared by Air Photo Tech, Inc., Anchorage, Alaske, under· contract to the Herza- Eb-asco Susftna Joint Venture. Th• aerial photography •lsslons vere scheduled througtt Mr. Steve Brecfth euer, R&M Consu I tan'ts, Inc.., Anchor- age, AleskL He did an exceptional Job given flle highly variable nature of streMf low and weatt.w conditions. ..: TABLE OF CONTENTS I~IGI ••••••••••••••••••••••••••••••••••••••••• tEnGS •••••••••••••••••••.••••••••••.••••••••.•••••• Habl~at Type Designations ••••••••••••••••••••••• Fie I d -~ ••••••••••• • ••••• • • • • .. • • • • • • • • • · • • • Of f I c:e Prcx:ed res . • . . . . . • . . . . . . . . . . . . . . . . . . . . . . . Photo Plates and Enlergeeents •••••••••••••• Habitat Type Boundaries •••••.•..••••••••••• Digitizing •••••••••••••••••••••••.••••••••• Data Base ••••••••••••.••••••••••••••••••••. Ana t ys Is Procedures •••••••••••••••••••••••• RESlll. TS ............................................... . .. 1 1 2 . 2 , 3 3 3' 3 4 4 s . 01 SCtJSSlON ••••••••••••••..••••••••••••••• I •••••••••••• 10 8181.1~ ••••••••••• " .............................. 11 APPENOIC£S .. • ACKNOWLEDGEJENTS Aerial pho'togrephy was fJown .nd c:on'tfnuoqs photo I!IOHics prepared by AI,.. Photo Tecb, Inc., Anchorage, Alaska, vnder contract to the Herze- Ebesco Svsl'tne Joint' Venture. The aerial photography •lsslons were schedvled through Mr. Steve. Bred'theuer, R&M Consultants, Inc., AncMr- ege, Alaska. He did' en exceptional Job given the highly variable nature of str ... f low end weather conditions. .- .. TABLE Of COHTEHTS INTROOUCTfOM ••••••••••••••••••••••••••••••••••••••••• 1 ME1HDDS •••••••••••••••••••••••••••••••••••••••••••••• 1 HabItat Type Des r gnat Ions. • • • • • • • • • • • • • • • • • • • • • • 2 F lei d *-tttoc:ls. • . • • • . • • • • • • • • • . . . . . • • . • . • • . . . . • . • .2 . Offlc. Procedures ••••••••••••••••••••••••••••••• 3 Photo Plates and Enlar~nts •••••••.•••••• 3 Habitat Ty9e Boundaries •••••••••••••••••••• 3 ' Digitizin-g ••••••••••••••••••••••••••••••••• 3 Data Base ................................... 4 Anal ys I s Proced ur·es. • • • • • • • • • • • • • • • • • • • • • • • 4 REstA. TS ••••••••••••••••••••••••• ~ •••••••••••••••••••• S • Dl SClJSSION ••••••••••••••••••••••••••••••••••••••••••• 10 BIBl.I~AfY ••••••••••••••••••••••••••••••••••••••••• 11 APPEHDICfS __ ............ __ ........ _~~~-~ --- ' INTROOUCTION The proposed Susltna hydroelectric proJect will alte~ t~e natural strae•flo•, ther•al, end sadl•ant' ragl•es of the Susttna River. The river sag.ent do•nstre-.. fro. llevll Canyon to the Chul Jtna Rlvar con- fluence (Talkeetna) would experience notable alterations fn natural occurring strea•flo• patterns, due to Its proxl•ltf to t~e proposed da•sltes end the I l•ltad uount of Influence that trlbutety lnfto.s have on total disCharge In this rl.,.,. sag-nt. With-proJect •afnst• dis- charges, u ••asurad at tl\e U.S. Geological Survay <USGS) Gold Creek gaging s~atfon, are expected to b• lower during su••er and notably higher d~rlng winter •onThS, F i ve species of Peel fie salmon end 15 residant fIsh species uti I lze a variety of aquatic hab i tats In ttte Tatkeetna-to-Oevll Canyon reKh of the Susltna River. Alteration of the natural strea•tlow ·patterns by construction and operation of t~e proposed Susltna hydroelectric project Is expected to affect the a•ount and seasonal avall~bll lty of the aquatic habitats presently being utlliz.ed by these species. Know IMge of the location and '!t•ount of aquatic habitats occurring In the Talkeatnrto-Oevll Canyon re.ch at various cfltferent •alnste• dis- charges will facilitate forecasting t~e effects of reduced •ld-su ... r stree•flows. on the availability of aquatic habitat to resident and enadro.ous fIsh. nab report describes. the s,urface area response of six aquatic habitat types to cfianges In •alnst• disCharge. 1 1 .. Aquetlc lu•lt.-t INpplng and •'.rfece .,. .......... ~n'ts on 1 lnc~t-1,000 f .. t .. riel photogrephy were usecJ to deter•l·ne tl'te location end a.ount of fish beblte't within the Talkeetna-to-Devil Canyon reach of the Susltae River at ••lns'tea flows of 2.3,000. 1'6,000, 12,500. and 9,000 e..Oic t .. t per second Ccts). These discharges provide en .-que·te basis for es1'1•••1ng the ••gnlt\lde of anticipated changes In the e.ount end evelteblllty of 'aq•tlc: bllblte't ts a result of construction end opera- ·tlon of the proposed project. I owev.r, this repart •akes no s'te't ... n'ts concerning the sulhblllty of tb• habitat arees tor hebl'h'tfon by fish,. nor bOW the qual i ty of these habitats • ., cttenge In r•ponse to· v.erylng .. , ns't• d I SCh erges. .HAill.tAi IlRtl Pes I gnat I oos R i ver i ne habl1ats associated with the Susltna R i ver be~een Talkeetna and Devil Canyon were cless l flecJ ln·to s i x general cat'egof"les : malnstem. side channel, side slough, upland slough. tr i b u tary •outtl, and tributary. Although riverine habitat I s Influenced by channel gea.etry, these six general categories ar~ not defined as flxeG geographical l ocations along the rive r. Each habitat' category has a unique set of visually recognizable attl"lbutes that respond to changes In malnste• discharge, end. whlcb are used to deter!lllne the type of aquatic habitat that occurs at a particular toce'tlon. For ex.a•ple, an area described as a side slough ~ebltet woulcJ be classified as side channel habitat when turbid •alns1'e• water overtops ttle upstrea• head of the slough and l!"u,..dates tl'te for..,. clear water area. , • The six eq1118'tlc: tt•tt•t c.'tegorlu used In this Melysls .,.. cr.scrlbed below. n.se descriptions are ll•lted to physlc•l Characteristics that cen be ... , ly recognized tr011 tl\e. air dur·lng helicopter rec:onMissance fllgh.tL A IIOf"e det•fled description of each equatlc habitat type hn been prepared by the Alaska Oepart.•t of Fish and G.e CAOF&G) U9M). Halnst•• heblh'ts are eherac'terlzed by turbid_ g.l·aclel water. The channel conveys .ore 1h1n 10 percent of tl\1 total flow at a given site. .s.lJlt channel het»lt•ts alao contain 'turbid_ glaehl •a"tar. These channels convey less then 10 percent of 'the total flow • .s.lD sJou~ hebl..-ats contain clear wa'tar. local surface vater runoff and upwelling are the prl•ery water sources that supply clear water to the side sloughs. Side sloughs have nonvegetated upper thal111egs that are overtopped during periods of l!lloderate to high •u,lnst• discharge. Once overtopped~ sl de sloughs a:-e cons I dared sIde cl!annel s. Upload sloughs ac,e clear water habitats that depend upon upwelling and/or local runoff as their clear water sourceL Upland sloughs possess vegetated upper thai wegs 'that are se I doll overtopped by •• f nst• disCharge. Tributary· AQJd:J) habitats are clear water habitats. that ••1st where' tributary contributions to the ••lnst-a.-e visible. These habitats are •enlfest as a clear water plu•e extending Into the turbid ••lnst .. or side channel. The size of this plu•• Is Influenced by the a~un~ of tributary discharge and adjacent •alnstee water surface elevatlonL 2 z .. Trlbytacr h•'!tats ere clear watw reaches of tributary stre•s upstr ... of the trIbutary 110uth hab 1 tats. Nonwetted ere• wwe classl t led as vegetated Islands, 8lep0Md str ... bank end gravel bars, or background area. The background area consIsts of both wetted and nonwetted surface areas that are within the river corridor but are no~ relevant to the analysis. lndl~ldual surface ~eas were classified by using a des.crlptlve Uy adapted fro. the ADF&G SuHydro classification Index for aquatic habitat types and by Incor- porating staff thought process where classifying Individual I'Uiblfet arMS during their helicopter reconnals.sance flights Cri~ure 1 ). fi.e.JJ1 Methods C.O.plete photographic coverage .. as obtai ned of the Tal keetna-to-Oev II Canyon reach at four streao~~~flows. Black-and-white aerial photographs were obtained at an approx l.ute scale of I Jnch•I,OOO feet with a 60 percent overlap between adjacent photos when Susltna R ·ver discharges as •easured at the USGS Gold Creek gaging station (115292000) were 2},000, 16,000, 12,500, and 9,000 cfs. Hal I copter reconnaIssance f II ghts were conducted by E. Woody Tr I hey and Associates over 'the Talkeetn~to-Dev I I Canyon reach at the s•e •.afnstem discharges at which f'he aerial photogr·at~hy was obtained. Three addi- tional reconnaissance fl lghts were conducted when •alnste• dlscharges were 7,290, 10,600, and 20,900 cfs. During each of these reconnalss.ence flights, habitat types were Identified using the key presented as Figure I and their locations were •apped on lnch•1,000 feet blue! lne prints of the. Susltna River. Dewatered gra"el bars and str·e•bank areas were to ·. C l urv~&tr flow 1110t lt•tlr t o flit l•fl~cH .,. ... ""-"''"" ,.,.,.u t lt••tiOI' WrKe.,.... ..... UtM fs)M4fl.-fl ,. ... ,. corridor Figure 1. Key to ~quat1c habitat clessification for the Telkeetna-to Devil Canyon reach of the Susitna R1ver (RM 101 to 149). s.,,.,.tt tru t•-IOSH u,. .. ...._ks fAf ,. ..... .. ,. sketched on ~he bluel Ina prints as were boundaries of the various aquatic habitaT types. Office Procldures fba1g Plates .ad Enlargsssnts Photogrop~lc •oselcs were prepared by Air PhoTo Tech, Inc. fro• the overlapping black-and-white phoTos to provide continuous 1 lnch•l,OOO feet coverage of ~he T•fkeetne-t~Devll Canyon river segaent for each of the four flows. The photo •osaJcs were subdivided Into eighteen sec- tlons of opproxl•ately the sa•• length, with a s•olf a.ount of overlap between adjoining river sections. The some dividing I lnes between adjoining seg111ants were maintained for all tour flows, and a set of eighteen 4-1/2 Inch by 15 inch photo plates were printed from the sec- tioned .,osaics for each of the four flows. Each photo plate was core- fully examined and areas that were too small In size on the l inch=I,OOO teet photography to provide detailed resolution of s111ol I or complex habitats were enlarged to a seale ot 1 lnch:250 feet • . · HabItat ~ Bound or las Aquatic habi~ot boundaries Mapped on the blue! foe prints during the helicopter reconnaissance tllght·s were transferred to Individual photo plates and enlarge•ents. Motchllnes were drawn on adjoining plates to ensure that habitat areas would not be counted twice within any of the over I opp i ng coverage near the edges of pho-to pI ates. The boundary of each en1arge111ent area was established using Iden-tifiable features In the ;,-.. ~ ... -.: .. -·... .,_ --~ .. -i!. .... .. .............. .,.... . ........ - 3 3 photography and d~awn on bo~h the plate and the Individual enlar~ent . to ens..-e that areas wlt'hln the enlerg ... nt could be su••ed and ca.pared wlt'h the enlargeaent area on the plat~ The exte~na& boundaries of the total area to be Included In the surface area analysis thereafter referred to as the corridor area) were defined on each pla'te, so that a! I areas within the corridor area could be totaled and co.pared wl'th the total corr l.10r area. Dlglthlog Surface area •easure•ents were ••de using a Humonlcs Corporation Electronic Graphics Calcu later and Model 2400 0 lgl Tab let. By treeIng the perimeter of ~ given area, the area contained within the perl~ater .s calculated and displayed to an accuracy of 0~001 square lnche~. For the I inch=l,OOO feet s~le photography, this represeots an accuracy of I 00 square feet. Each lndlvlduel photo plate and Its accompanying enlargements were digitized and evaluated separate!~ The total surface area of the corrl~or 11as dlgl'tlzed to establIsh a control area. Each Individual habItat area exc I ud I ng those wIthIn a desIgnated en larga•ent were then assigned a unique sequential nuMber and their surface areas digitized. Rep! lcate digitized •easureeents were made tor each Individual area to Insure repeatability within S percent. Following cOMpletion of these area •easure~ents, the total surface area of enlarge,.en'ts appearing on the (!late were digitized. Individual areas within each enlarge•nt ~ere then a!;slgned a unique sequential nu111ber ' .. • to I I owIng the I ast nu•ber assIgned to an IndIvIdual area on the photo plate or previous enlarg-nt. These areas were f1ten digitized end the Individual ~•as totaled tor co.parlson to the total digitized area of the en I org ... nt. Following OOIIpletlon of dtgltlzlng for a given plate. Individual erea aeasur...,.ts were su••ed and co-pared to -tt.e total .,.. ..... ..,....,.t for the corridor. A difference of less thafl 5 percent was considered acceptable. This proewdure wu repeated fer all 18 photo pla'tes at uch of four tlow5. Thus. each digitized area on a phoTo plate or Its associated enlar~ts had a unique Identifying nu•ber associated with all four flows, end the. su• total of these Individual areas was within 5 percent of the to'fal corrl dor area. Area measure•ents were enTered Into a computer i zed data base for storage, sorting and subsequent analyst~ Each Individual surface area measureMent was .. entered as a separate record wIth Its unIque address that enabled Identification by flow, photo plate (corresponding to a river mrte Index), and Individual area nuMber. Da'te were retrievable In a variety of fonuts: by flow, by river ntlle Index, or by retrieving and COMbining specific lndlvld~l areas. In this way. the Influence of •n lnste• discharge on fhe surface areo ot specific habitat type5 or l ocations could be routinely ln~estlgeted . Correct I on factors were entered to standard lze ell aeasure•eflts to a c011.on scale of 1 lnch-1_000 feet. Surface areas within ell enlerg-.nt areas were divided by a factor of 16 to eccount for the four•fold difference In scale between I lnc..-250 feet and 1 lnch•I,OOO teet. Due to poor weatt.er Md associated low ceilings, tha 9,000 cfs photography was ftown at a scele of 1 lnch-920 feet whereas the other three sets of photography were obtained at a sale of 1 lnch•l ,000 feet. Therefore, all IMrface area aeasure•ents for the 9,000 cfs photography were •uttfpllec.t by • factor of 0.85 to correct for this difference In scale. Ana I ys Is Proc!ldyres Total surface areas were calulated tor the entire control corridor betwe\ln Talkeetna and Devil Canyon by aquatic habitat type for each of the four flows. Sua111atlons of surface area for the corridor and aquatic habitat types were also 11ade by Individual plate. Percentages of t-he totel surface area represented by each habitat type was calculated tor each of the four flows by river reach and Individual plate. A series of procedures were e•ployed to evaluate the rellabll lty of the cJigltlzfng. These procecJures Identified flow-dependent trends In -the digitized crate that would verify the accuracy and consistency of the aethodology. Coaparlsons were ••de ~tween total surface areas dfgltl~ed at each of 'the four flows for the corrl ocr, vegetated bar, background, and trl butary areas. In add ltlon, percentages of the total surface area represented by eaeh aquatic habitat type were calculated as were the percentages of total surface area for e~osed gravel, vegetated bars and ' & background area at each of the four flows. Tl•ese percen'tages ••re su••ed and the deviation fro. 100 percent was dat..-alned. The •agnltude of surface area change In Individual hablta't types In response to dutnges In aalnst• dlsd\erge was dateralned. Tbe 23,000 cfs aer J al photography was chosen as b•l ng representative of typl c.al ald-su_.,. discharge oon611'1ons for the Susltna River In tba TalkHtne- to-De'f'll Canyon reach C8redtheuer end Drage, 1982·), and the percent change In surface areas was calculat'ed as .. uured froa the •ld-su• .. r base f I ne o1 23,000 cfs. Finally, the Telkeetna-to-De'f'rl Canyon reach was subdivided Into four segMnts tt,at ret I ect dl fterent geoaorpho I og I ca I character i st i c:s, and the surtece areas of eacn habl t a1' type within these seg•ents were pr ~sented as functions of streaMflow. RESULTS Tote I surface are"s wIthIn the oon'trol corrl dar are. presented In Tab I e I by aquatl c habItat type and 5ub-area tor each photo aosa I c. Sur face ar ea values are presented In square Inches with a precision of i 0.0001 square Inches. Surf~ee area of side slough habitats Increased with decreasing aalns1'et11 discharge. Upland slough surface area showed a declining trend with decreasing discharges. s . . Tab l e I. Surface areas (lft2) within the c:on'trol corridor tor 'the Tal kM'tna-t<H»e¥ II Canyon read\ by F I ow < c ts ) To'tal Surface Area (ln2) tor Stre•f low I ndicated HMITAT TYPE 9.000 12,500 1C.,OOO 2.3.000 Mal n st• 104.6.359 124 .1486 1.37.5642 162.7688 Side at•n•l .3.3.2784 48.0746 5.3 • .3598 54.0.370 Side Slough 6.5888 5.)440 .3.7 .. .34 2.2884 Up I and S I ough .61.34 0.6774 0.881.3 1.1081 Tributary Mouth 0.4907 1.1409 I .1020 0.5261 Tributary 0.1464 0.1221 0.1225 0.1289 Gravel Bars 91.11 u 74.8840 61.6966 .35.5.325 Vegetated Bars 74.6605 8.3.5851 92.1459 74.84.37 Background' 144.0751 160.9349 150.0208 144.9135 Total Corr I dor Area 455.6006• 498.9116 500.6.365 476.1470 •Snow and shorel fne Ice coMplicated The digitizing of this set of pho1'ogr ephy. • • Tributary •ou~h habitat vas lov at 9,000 cts •alnste• discharge, Increased at flows of 12.500 and 16,000 c:fs, then declined et U,OOO ch. Surfoce area ot vegetated bars r•alned relalhety ClOnstant over the range of •alnst• flows. T~lbu ~hry hllbltat lnc:reaed slightly with de\;reaslng discharge. The val ues presented In Table I were pI ot'ted to II I urir .te hab l·'taf types to changes In aelnste• discharge as •easured at the USGS Gold Creek gaging station (figure 2). Surface areas of aalns't• and side channel habitats Increased with Increasing ••lnst•• discharge. Concurrently, exposed gravel bars decreased w11'h lncr-eas I ng d I sc:harge. Percentages of total surface area wfthln the control corridor are present-a In Table 2 by category for each of the four flows. Table l presents the percentage change in the surface areas of each habitat type with decreasing malnsteft'l discharge as calculated fro• a baseline flow of 23.000 cfs. : figures J-6 present the surface area response of Individual habitat types to •alnst• d lscharge In four seg .. nts of -the Talkeetne--to-Oev II Canyon reach . These seg•ents are fro., river •lies 101 to Ill, Ill to 122, 122 to IJ8. al'd 138 to 149. The percentage of the total area that each habItat type represents varIes for eech of these rIver s•g•ents, but the 9enera1 trends displayed by the entire study reeeh ere also st'lown In these seg•ents . F1~re 2. Surface area responses to -einste-. dischargp in the Talkeetna- to-Devil Canyon reach of the Susitna Rher (RM 101 to 149). N z: c:( 14.1 a:: cC T1U 8UT ARY fOJTH 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SUSITNA RIVER OISCHAQGE AT GOLD CREEK 10-J CfS Table 2. Percentage of Toter Corridor Surface Aree by Category ~n d Malnst• Dlsc:t.erge. Percentage of Total Corridor Surfac e Area (ln2) by Stre .. tlow (cfs) t ndlcated HABITAT TVPE 9,000 12,500 16,000 23,000 Malnst• 22 .93 24.88 27.48 ~.18 Side Olannel 7.29 9.64 10 .66 11.35 Sfde Slough 1.44 1.07 0.75 0.48 Upland Slouth •1.22 0.14 0.18 0.23 Tributary Mouth 0.11 0.23 0.22 0.11 TrlbU'tary 0.03 0 .02 0.02 O.OJ Gravel Bers 19.97 '' .01 12.32 7 .116 Vegetated Bars 16.36 16.75 18.41 15 .72 Backgr oul'd J 1.61 32 .26 29.97 30.43 .· 7 Table 1. Pwcent Of fference In Aquatic Habf Tat Surfece Areas Present at 23,000 cfs fl0t1 HMITAT TYPE 9,000 12,500 16,000 Melnst• -15.72 -2:3.'7:3 -15.48 Side atannel -38.42 -11 .0:3 -1.25 SICS. Slough 287.92. 11:3.5:5 63.58 Upland Slough -45.0' -38 .87 -20.47 Tributary Mouth -6.71 116.86 109.47 Tributary 13.!8 -5.28 -4.97 Gravel Bars 156.42 11 o. 75 7:3.63 Vegetated Bars -0.24 It .68 23.12 Background -0 .58 t 1.06 J.52 N z 0 .5 Su!'"face area respenus to ~~ains ·tea dtscharge in the Talkeetna to Lane Creek seg~nt of the Susitna River (RM 101 to 113) . 9 .-uesn" UPlMO SLOOOM 20 2J 22 23 SUS ! TNA fHY£R OJ SCHJ\RGf AT GOLD CREEl: 10·3 CfS 8 Figure 4. 10.0 N z cc w a: < 5.0 l.o.l u < LA.. a: :;:, V! 9 Surface area responses to .ainstem discharge in the lane Creek to Curry se~nt of the Susi tna River (RM 113 to 122). 14 20 21 23 SUSITNA RIVER OISCHARG( AT GOLD CREE K 10-J CFS . . Figure 5. 5.0 o.s 9 Surface area responses to mainstem discharge in the Curry to Gold Creek segment of the Susitna River (RH 122 to 138). SlOE SlOUGH UPLMO SLOUGk 14 15 16 17 18 19 20 21 22 23 c;usrTN/, qlv(R OI~CIII\RCit .1\T GOLD CREEK 10-J CFS 9 Figure 6. Surface area responses to .ainstem discharge in the Gold Creek to Devil Canyon seqment of the Susitn~ River (RM 138 to 149). 9 SIDE C~Et SIDE stOUCH 18 19 20 21 22 23 SUSITNA RIVER DISCHARGE AT GOLD CREEK lO -) CFS ' • DISCUSSION Air photo lnterpretotlon Is highly dependent on the quality of the photography. Although cl·•ar and co.plete, each set of photography has particular character lst·lcs that are a result of the tlae of day, date Dnd weather conditions prevail lng at the tlae the aer lal photographic 111lsslons were flown. These characteristics can effect the extent to which certain detailed features are vlsfbl~ Tbe 9,000 cfs photograp~y. obtained on October 10, t98l, was taken after Ice had begun to fora on the r lver and after snow had covered the ground. In so111e cases, thIs made the deter•lnatlon of the water's edge •ore difficult. In o'ther c~s es, parTicularly for upland sloughs, the contrast of open water with the snow comb I ned w I th tne 1 eck of fol I age on the decIduous vegetatl on oetter defIned the perimeter of the slough. The 23,000 cfs ph o tography, obtained on June 1 , 1982, was taken with the suo at a h i gh angle resulting In few shadows. In addition, the aec i duous ve~tatlon h ad not tully leafed-out, enabling better dat In I- t ion of ito!ter's edge and s Iough boutodar I es. The 12,500 and 16,000 cts photography, ob"ta I ned on Septe111ber 11, 1983 ar d Septe~ber 6, 196}, respectively, were taken with the sun e• a lower angle, resul tl ng In more shadows. These shadows, In co111bl natl on w lth t ul Jy-leateo out vegetation. •ad~ so~e surtac' area delineations diffi- cult . lC 0 The procedures •ployed to e.valuate the accuracy et1d reliability of the olgltlzlng corroborated our techniques. Total surface areas ot the control corrIdors were co. pared at four dIscharges and were found to deviate fro• 1.1 to 5.3 percent from the arlth•etlc •eon for the Tal keetna-to-Oev 1 1 Canyon reach. ThIs I nell cates that a hIgh I eve I of precision was ••lntalned during the digitizing and good repllcablllty exists betw .. n the four sets of aerial photgraph~ Total surface areas for vegetated bars and background areas were co.pared betveen the four flows and were found to re•aln relatively constan~ This would be expected Clue to the ll•lted Influence of the active channels on these areas. Habitat categories used in t h i s study represent a set ot visually recognizable, streamtlo~o~ dependent physic.al characteristics occurring In a particular area at a given time. Thes e catego~les are not f i xed geographical locations. Goo d t!x am p les of the flow-dependent nature of hebitat categories are side s l oughs a nd side channels. S i de sloughs, by definit i on, are clear-wctter hab i t3ts "ith upwelling and sortace ~o~ate r runoff being the major source of -.ater. An exposed alluv i al berm often separa1"es the head of the slough from the active channel. When malnstem discharge Increases and the berm Is overtopped, turbid malnstena water tlows Into the channel and Inundates the former clear water habitat. The c~annel now fIts the descrIptIon of a sl de channel hob I tat. As malnstem discharge decreases. areas classified as side channels 111ay become cutoff from 111alnstem flow and become cloar water h abitats. These areas are ·then classified as side s l oug hs. This classification makes no stateillel1t concernIng habItat qua l l1"y. I nsu t t lc I ent tIme aud resources l . . were a~allable TO field verify i'he presence or abse11ce of upwelling ln thtise areas. FieiCS verification Is necessary To det'er•lne qualf1y and suitabiliTy of these areas for fish habitat. WITh decreasing aalns1' .. discharge, the backwater effects at the down- stre~ end of the sloughs were reduced Thus the total surface area of the slough was Increased as 1'he sloughs flowed far1tler oui to M88't with •alnste~ or side channel water. The prl~ery effects of a reduction In •alnste. discharge are ~ssoclated wiTh the red&~ctlon of aalnste11 and sloe channel habitat surface area and an Increase In the amount of side slough and exposed gravel bar surface are~ The changes In side ch~nnel and side slough surface areas reflect both the dewatering of areas as the flow is decreased and the change in class If icatiora. Surface areas ot tributary streams ~tere su111med anCI found to increase slightly at a mainstem discharge of 9,000 cfs. ~~ widThs of the main- stem channels decrease with decreasing discharge, trlbu't<' .. 'es must flow a somewhat greater dIstance and, therefore, tr I buta.-y surface area Jn- creasea at low ml'lnst• discharge. Tributary mouth habitat Is dependent on tri bu1'ary t low as well as malnstem discharge and channel geometry. The reduction of tributary mouth habi~at at 9,000 cts may reflect a greater Influence fro~ low trlbu~ary flows that occurred ~n October rather than the ltlfluence of malnstem channel geometry • l1 BIBliOGRAPHY Ala~ka Oepart .. nt of Fish and Gaae, Susltna Hydro Aquatic Studies. t98l. Susltna hydro aqyatlc studies. Phase II basic data report. Vol. 4; Aquatl c habItat and lnstreaa f I ow stud les, t 982. Anchorage, Ak. Part I, p. 2. Bredthauer, S., and B. Drage. 1982. Alaska Po~er AuthorJty, Susltne hydroelec1'rlc project; task J -hydrology; r lver aorphology. R&M Consultants, Inc., Anchorage, A.k. Report for Acres A.Jier lean, Inc. ' .. •. MS MAINSTF.M SC SIDE ;:HAHNEL SS SIDE SLOUGH US UPLAND SlOUGH TM TRIBUTARY M OUTH T TRIBUTARY RIVE~ MILE MIDOLE SUSITNA RIVER PLATE ( OF I~ RIVER MILE [4tTOI49 ALASKP. POWER AUTHORITY SUSI TNA HYDROELECTRIC PROJECT EWT&A ~~~:. .................. 1••"··-········ MS 'AAINSTEM T M TRI BUTARY MOUTH MIDDLE SUSITNA RIVER SC SlOE CHANNEL T iiUBUTARY SS SlOE SLOC GH A•VER MIL E l_ __ ~:u:S::U:PL:A:N:O:S:lO:U:G:H::::::::::::::::~--------------------~P:L:A:TE::\::O:F:l~~~::A:IV:E:A:M:I~lE~14~1=T~O~I=4~g~--------------------------l::~-~-~_._:_~_._J\_~_._L_}~:_ .. _ .. __ ~_·:_~~-·~-~-~~~ MS MAINSTEM SC SIDE CHANNEL SS S IDE SLOUCH US UP L AND SLOUGH TM TRIBUTARY MOUTH TRIB UTAR\ RIVER MILE MIDDLE SUSI TNA RIVER PLATE Z OF 18 RIVE R MILE 14-4 TO 140 A L AS :<A POWER AUTHORI TY SUSITN A HYDROEL~CTRIC PROJECT EWT&A MS MAINSTEM SC SlOE CHANNEL SS SIDE SLOUGH US UPLAND SlOUGH TM TRI BUTARY MOuTH T TRIBUTARY RIVER Mi lE MIDDLE SUSITNA RIVER PLATE (, OF 15 RIVER M ILE /44 Tu /4b ALASKA POWER AUTHORITY SUSITNA H ''DROElECTRIC PROJECT EWT&A I ~:E!:~~;:; . . . I ~··-......... . MS MA•NSlEM Sr SID~ CHANNEl SS SIDE SlOUGH US UPLAtm SLOUGH TM TRIBUTARY MOUTH TR IB UTARY RIVER MILE MIDDLE SUSITNA RIVER PL ATE 3 OFie RIVER MIL E 14-"2. TO 144- ALASK A POWER AUTHORITY SUSIT'IA HYDROELECTRIC PROJ ECT MS MAINSTEM SC SIDE CHANNEl SS SlOE SLOUCH US L'PLAND SLOUCH TM TRIBUTARY MOUTH T TRiaUTARY + RIVER MIL; PLATE 3.. OF t8 RIVER MILE 14 l_ TO EWT&A MS MAII~STEM SC SIDE CHANNEL SS SIDE SLOUGH US UPL.INO fLOUGH TM TRIBUTARY MOUTH T TAIIIUTARY RIVER MILE MIOOLE SUSITNA RIVER PlATE 4-0F 18 RIVER MILE I~ TOI41 ALASKA POWER AUTHORITY SUSITNA HYORO HECTRIC PROJECT MS MAINSTEM SC SIDE CHANNEL SS SIDE SLOUGH US UPLAND SLOUGH TM TRidU":ARV MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE 4-OF IB RIVER MILE 1::09TOI4.1 ALASKA POWER AUTHORITY SUS!TNA HYDROELECTRIC P ROJECT EWT&A MS MAINSTEM SC SIDE CHANNEl SS SIDE SLOUGH CS UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE c:J OF l'O RIVER MILE 1"30 TO 13'Q EWT&A MS MAINSTEM SC SlOE CHANNEl SS SlOE SLO UGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE '5 OF 18 RIVER MILE (% T0(~8 MS MAINSTEM SC SIDE CHANNEL SS SlOE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE (o OFI8 RIVER MILE~~ TO f~ ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT EWT&A MS MAI NSTEM SC SIDE CHANNEl SS SIDE SLOUGH US UPlAND SlOUGH TM TRIBUTARY MOUT H T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE (a OF 18 RIVER MILE 133 TO f3b ALASKA POWER AUTHORITY SUSITNA HYDROElECTRI C PROJE :T EWT&A ·" MS MAINSTEM SC SIDE CHANNEL SS SIDE SLO UGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE f OF l ~ RIVER MILE f ~ TO I 32. ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PRO JECT EWT&A MS MAINSTEM SC SIDE CHANNEL SS SlOE SLOUGH US UPLAND SLOUGH TM T~I BUTAR Y MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE -:f. OF IB RIVER M IL Er~ TOI;>2 ALASKA ?OWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT M S MAINSTEM SC SIDE CHANNEl SS SIDE SLOUGH US UPL.C.N D SLOUGH TM TRIBUTARY M OUTH T TRI~UTARY RIVER MILE MIDDLE SUSITNA RIVER PLATE BoF t8 RIVER MILE 12.~ ro12.~ ALASKA POWER AUTHORITY SUSI TNA HYDRO ELECTRIC PROJEC T LEGEND MS MI>INSTEM SC SlOE CHANNEL SS SlOE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T fRIBUTI>R Y + RIVER MILE MIDDUi SUSITNA RIVER PLATE 6 OF 18 RIVER MILE I"Z.~ TOl2.~ ALASKA POWER AUTHORITY SUSITNA HYDROELECT RIC PROJECT EWT&A loiS MAINSTEM SC SIDE CHANNEl SS SIDE SLOUGH US UPLAND SlOUGH TM TRIBUTARY 'oiOUTH T TRIBUTARY RIVER MI LE MIDDLE SUSITNA RIVER I PLATEq. OF IS RIVER MILE 124 TO IZo EWT&A MS MAINSTEM SC SIDE CHANNEL SS SIDE SlOUGH US UPlAND SlOUGH TM TR18UT ARY MOUT H T TRIBUTARY + RIVER Mi lE ALASKA POWER AUTHORIT Y MIDDLE SUSITNA RIVER PLATE <i OF l 'e RIVER MILEI2-4 T0(2t.:, EWT&A MS MAINSTEM SC SlOE CHANNEL SS SlOE SLOUGH TM TRIBUTARY MOUTH MIDDLE SUSITNA RIVER T TRIBUTARY RIVER MILE US UPLAND SLOUGH PLATE IO OF IE> RIVER MILE1~2 TOI7_4 ~~~~~~----~ ALASKA P<.WER AUTHORITY SUSITNA HYDROELECTRI C PROJ ECT EWT&A LEGEND MS MAINSTEM S ~ SIDE CHANNEL SS SIDE SLOUGH US UPLAND SLUUGH TM TRIBUTARY M OUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE 10 OF IB RIVER MILE 122 TO I 2.4- ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT ·3 J MS MAINSTEM SC SID( CHANNEL SS SIDE SLOUGH US UPLAND S~OUGH Hoi TRIBUTARY MOUTH T TRIBUTARY + AlYEA MILE MIDDLE SUSITNA RIVER PLATE 1\ OF l 'O RIVER MILE [l<i TOI Z.l AlASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT EWT&A MS MAINSTEM SC SIDE CHANNEl SS SIDE SlOUGH US UPlAND SlOUGH TM TRibUTARY MOUTH T TRIBUTARY + RIVER MilE MIDDLE SUSITNA RIVER PLATE I I OF I 8 RIV ER MILE II'! TOI '2..1 ALASKA POWER AUTHORITY SUSITNA HYDROElECTRIC PROJECT EWT&A MS MAI NSTEM SC SIDE CHANNEL 55 SIDE SLOUCH US UPLAND SLOUC>i TM TRIBUT AR V MOUTH 1 TRIBUTARY RIVER MILE MIDDLE SUSITNA RIVER PLATE ll.OF 15 RIVER MILE lllo TO fiE) ALASKA POWER AUTHORITY SU!:ITNA HVOROELECTRIC PROJECT EWT&A ----------------~--~----------------------------------------------------------- MS MAINSTEM SC SIDE CHANNEl 55 SIDE SlOUGH US UPlAND SLOUGH TM TRI BUTARY MOUTH T fAIBUTAAY RIVEA MILE MIDDLE SUSIT;IIA RIVER PLATE 12-OF 15 RIVER MILE i lb TOll~ ALASKA POWER AUTHORITY .iUSITNA HYDROELECTRIC PROJECT EWT&A MS MAINSTEM SC SIDE CHANNEL SS SIDE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH f TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE I? OF 15 RIVER MILE I I~ TO II·:;;' ALASKA POWER AUTHORITY SUSIWA HYDROELECTRIC PROJECT EWT&A MS MAINSTEM SC SlOE CHANNEL SS SlOE SLOUGH US UPLAND SLOUGH lM TRIBUTARY MOUTH l TRIBUTAR Y RIVER MILE MIDDLE SUSITNA RIVER PLATEj ~ OF ('B RIVER MILE II? TO ll $' ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJEC T EWT&A IllS sc ss us MAINSTEM SIDE CHANNEL SIDE SLOUGI'I UPLAND SLOUGI'I ~~~~ TRIBUTARY MOUTH TRIBUTARY RIVER MILE PLATE 14-OF 18 RIVER MILE II':> T0\1(.. MS MAINSTEM SC SlOE CHANNEL SS SIDE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLATE 14-0F !8 RIVER MILE 110 TOll~ ALASKA POWER AUTHORITY SUSITNA HYDROELECTRI C PROJECT EWT&A MS !IAINSTEM SC SI:JE CHANNEL SS SIDL SLOUGH US UPLANO SLOUGH TM TRIBUTARY MOUT H T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PlATE 6 OF 1'5 RIVER MILE lo8 TO II 0 ALASKA POWER AUTHORITY SUSITNA HYDROElECTRI C PROJECT MS MAINSTEM SC SIDE CHANN oL SS SIDE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY RIVER MILE MIDDLE SUSITNA RIVER "lATE tS'oF lB RIVER MilE I 08rotl 0 EWT&A MS MAINSTEM SC SIDE CHANNEL SS SIDE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY + RIVER MILE MIDDLE SUSITNA RIVER PLAlE llo OFI~ RIVER MILE lOS'" TO I O"l ALASKA POWER AUTHORITY SUSiTNA HYDROELECTRIC PROJECT EWT&A MS MAINSTEM SC SIDE CHANNEL SS SIDE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRI BUURY RIVER MilE MIDDLE SUSITNA RIVER PLATE ((o OF \o RIVER MILE \0$ TOI O -=t- ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT MS '-'AINSTEM SC SIDE CHANNEL SS SIDE SLOUGH US UPlAN 0 SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY + RIVER MILE PLATE 11 OF 1€:. RIVER MILE 102.. 10104-EWT&A LEGEIW MS MAINSTEM SC SIDE CHANNEl SS SIDE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH TRIBUTARY RIVER MILE MIDDLE SUSITNA RIVER PLATE~~ OF 18 RIVER MILEIOz_ TO 1 ~ ALASKA POWER AUTHORITY SUSITNA HYOROELECTRIC PROJECT EWT&A MS MAINSTEM SC SIDE CHANNEL SS SIDE SLOUGH US UPLAND SLOUGH TM TRIBUTARY MOUTH T TRIBUTARY RIVER MILE MIDDLE SUSITNA RIVER PLATE [8 OFI8 RIVER M;LE lOI TQI02._ ALASKA POWER AUTHORITY SUSITNA HYDROELECTRIC PROJECT EWT&A MIDDLE SUSITNA R IVER PLATE 18 0Fi8 RIVER MILE I 0 1 1 APPENDIX ~ INDIV I DUAL DIGITIZED AREAS BY PLA:E FLOW I FLOW I 2 1 7 32 003.3460 16 2 ' 7 33 000.2253 16 Plate Flow Enlerge•ent Type 10 Total Factor 2 I 5 34 000.2237 16 3 0 0 0 020.9436 1 I 1 0 0 0 009.5154 I 3 0 7 I 000.0980 1 1 I 0 7 1 000.3861 1 3 0 I 2 004.3220 I I 1 0 7 2 000.0247 I 3 0 7 3 000.3485 1 1 I 0 7 l 000.1555 I 3 0 7 4 000.0884 1 I I 0 7 4 000.0942 I 3 0 7 5 000.0533 1 I 1 0 7 5 000.2461 I J 0 7 6 000 .0140 I I I 0 7 6 000.0646 1 3 0 7 7 000.1647 I I 1 0 7 7 000.0802 I 3 0 2 8 000.11227 1 1 1 0 7 II 001.0436 1 3 0 8 9 000.0388 I 1 I 0 8 "9 000.6030 I l 0 7 10 001 .3356 1 I 1 0 7 10 000.0460 I 3 0 3 11 000.1332 I I 1 0 I 11 004.9101 1 3 0 9 12 001.8580 I I 1 0 1 12 000.7240 1 3 c 7 13 ooo. 0448 1 1 I 0 1 13 000.0106 1 3 0 7 f4 ooo. 1569 I 1 1 1 0 0 019.3118 16 J 0 2 15 000.4028 1 1 1 I 7 " 000.8039 16 3 0 8 16 000.4121 I I I I 7 15 001.1040 16 3 0 3 17 000.0303 I I I I 7 16 000.5955 16 l 0 7 18 000.6091 1 I 1 1 7 17 000.1616 16 3 0 3 19 000.0190 1 1 I I 7 18 000.0315 16 3 0 3 20 000.0141 I I 1 1 7 19 000.1821 16 3 0 7 21 000.0961 1 1 1 I 5 20 002.2903 16 3 0 7 22 000.1166 1 I 1 1 1 21 013.9634 16 3 0 2 23 000.3511 I 2 I 0 0 0 016.5528 1 3 1 0 0 152.3323 16 2 I 0 7 I 000.}222 1 3 1 9 24 002.7670 16 2 I 0 7 2 000.0597 1 3 1 4 25 000.1018 16 2 1 0 7 J 000.0582 I 3 1 9 26 024.0474 16 2 I 0 7 4 000.1319 I 3 I 7 27 000.3146 16 2 I 0 7 5 000.3004 1 J 1 7 28 001.7365 16 2 1 0 7 6 000.01113 I 3 1 7 29 000.0460 16 2 I 0 7 7 000.1567 1 3 I 7 lO 000.4688 16 2 I 0 7 8 000.3624 1 3 I 3 31 009.6050 16 2 I 0 7 3 Oiiii.IOII 1 3 1 7 32 000.0048 16 2 I 0 8 10 001.8660 1 3 1 3 lJ 000.1062 16 2 I 0 8 II 000.0411 1 l I 7 34 010.36H 16 2 I 0 7 12 000.1559 1 3 1 8 l5 003.1658 16 2 I 0 7 13 000.2033 1 l I 3 36 000.0973 16 2 I 0 II 14 001.2592 1 3 1 8 l7 009.4234 16 2 1 0 3 15 000.0361 1 3 I 8 38 003.4649 16 2 I 0 3 16 000.0487 1 3 1 II l9 002.6643 16 2 1 0 3 17 000.0266 1 3 I 7 40 033.1779 16 2 I 0 2 18 001.5376 1 3 1 l 41 000.0382 16 2 1 0 I 19 001,9652 1 3 1 8 42 012.9541 16 2 I 0 7 20 ()00.1813 I 3 1 8 43 003.7479 16 2 1 0 7 21 000.1006 ' 3 I 3 .... 000.0352 16 2 I 0 7 22 001.3076 1 3 I 3 45 001.6719 16 2 I 0 8 2l 000.1072 1 3 1 7 46 002.2918 16 2 I 0 II 24 001.0507 1 3 1 7 47 002.11134 16 2 I 0 8 25 000.0435 1 3 1 2 48 008.6414 16 2 1 0 2 26 000.2670 1 3 1 1 49 019.2774 16 2 1 0 7 27 000.1843 1 ' 0 0 0 044.0013 I 2 1 0 7 211 ooo. 0135 I 4 0 7 1 000.'1 340 I 2 I 0 1 29 003.11881 1 4 0 7 2 000.0556 I 2 I 0 7 30 000.01311 1 4 0 7 3 000.0151 1 2 1 I 0 0 011.3069 16 4 0 7 4 000.3582 1 2 1 1 1 31 007.5320 16 flOW 1 fLOW 1 4 2 7 62 000.4051 16 4 0 1 5 005.6090 1 4 2 7 63 000.3567 16 4 0 7 6 000 .0126 1 4 2 4 64 000.0451 16 4 0 2 7 000 .4969 1 4 2 4 65 000 .0054 16 4 0 2 8 000 .2333 1 4 2 4 66 000.4683 16 4 0 7 9 000.0657 1 4 2 2 67 005.6519 16 4 0 7 10 000 .1209 1 4 2 7 68 000.1047 16 4 0 8 11 000.0346 1 4 2 7 69 000 .0263 16 4 0 7 12 000 .8658 1 4 2 7 70 000 .2087 16 4 0 4 13 000 .0048 1 4 2 7 71 000 .1276 16 4 0 7 14 000.0411 1 • 2 7 72 000.3261 16 4 0 7 15 000 .0841 I 4 2 8 73 ooo . 1654 16 4 0 7 16 000.3 621! 1 4 3 0 0 046 .3999 16 4 0 3 17 000.1061 1 4 3 8 74 000 .0893 16 4 0 8 18 000.06!'8 1 4 3 3 75 000.0503 16 4 0 7 19 000.1tl25 I 4 J 7 76 002 .6268 16 4 0 9 20 006.4498 1 4 J 3 77 000 .2551 16 4 0 9 21 001.0456 I • 3 8 78 000. 1304 16 4 0 9 22 014. :!286 1 4 J 7 79 000 .2726 16 • 0 7 23 000.~.::92 1 4 J 8 80 003. 75)4 16 • 0 2 24 000.7503 1 4 3 7 81 001.0926 16 4 0 8 25 000.1248 I 4 3 7 82 001.2220 16 4 0 7 26 000.1064 1 4 3 7 83 000.5149 16 4 1 0 0 080 . '566 16 4 3 5 84 002.6189 16 4 1 1 27 005 .6~14 16 4 3 ' 85 000.0198 16 4 1 7 28 000.1045 16 4 3 9 86 002.8807 16 • 1 7 29 005 .480 ~ 16 4 3 7 87 000.4043 16 • 1 7 30 004.3918 16 4 3 7 88 002.3435 16 4 1 7 31 000 .0147 16 4 3 1 89 013.9544 16 4 1 7 32 000 .0154 16 4 3 7 90 000.1244 16 4 1 7 33 000 .0268 16 4 3 8 91 000.0734 16 4 1 7 34 000 .3489 16 4 J 9 92 013 .7734 16 4 I 7 35 000 .0211 16 5 0 0 0 046.4496 1 4 I 7 36 000 .2770 16 5 0 7 1 000.0162 1 4 1 2 37 000.0122 16 ' 0 7 2 000 .2261 1 4 I 2 38 006 .1278 16 5 0 7 3 000.0195 1 4 1 7 39 000 .6527 16 5 0 7 4 000.2281 1 4 1 3 40 003 .3757 16 5 0 1 5 003.0113 1 4 1 7 41 002 .9896 16 ' 0 7 6 000.2241 1 4 1 7 42 000.2416 16 5 0 8 7 000.2260 1 4 1 7 43 000 .2604 16 5 0 8 8 000.7879 1 4 1 8 44 011.1"'50 16 5 0 7 9 000 .9355 1 4 1 7 45 001.1041 16 5 0 8 10 000.0898 1 4 1 7 46 000.1075 16 5 0 7 11 000.0186 1 4 1 7 47 000.0802 16 5 0 2 12 000.3840 1 4 1 7 48 000.2125 16 5 0 7 13 000 .0406 1 4 1 6 49 000.0952 16 5 0 8 14 000.0976 1 4 1 3 50 001.8824 16 5 0 3 15 000.0165 1 4 1 6 51 000.1242 16 5 0 7 16 ooo. 1351 1 4 1 9 52 023.,18 16 5 0 7 17 000.2299 1 4 1 9 53 012.0149 16 5 0 9 18 009.3564 I 4 2 0 0 033.6429 16 5 0 7 19 000.0964 I 4 2 9 54 024.4492 16 5 0 8 20 000.0737 1 4 2 7 " 000.2786 16 5 0 2 21 000.0464 1 4 2 7 56 000.0668 16 5 0 9 22 008.2253 1 4 2 8 " 000.1194 16 5 0 7 23 000.2595 I 4 2 4 58 000.0684 16 5 0 I 24 000.2878 I 4 2 7 59 001.4963 16 5 0 3 25 000.2888 1 4 2 7 60 ooo. 1747 16 5 0 8 26 000.3651 I 4 2 7 61 000.0909 16 FLOW 1 FLOW 1 5 4 8 82 000.1465 16 5 I 0 8 27 000.0878 1 5 4 7 83 002.6795 16 5 1 0 7 28 001 .7382 ' 5 4 7 114 000 .1342 16 5 •1 0 1 29 001 .31165 I 5 4 2 85 004 .7102 16 5 I 0 I 30 000 .2051 1 5 4 7 86 000.0737 16 5 1 0 7 31 000.1167 1 5 4 8 117 000 .3644 16 5 1 1 0 0 069 .3942 Hi 5 4 9 88 012 .6490 16 5 1 1 9 32 022.5125 16 5 4 9 89 040.9016 16 5 I 1 7 3J 000.1515 16 5 4 3 90 000.1513 16 5 I I 7 34 000 .5006 16 5 4 7 91 001.7,ll 16 5 1 1 7 l5 000.2039 16 5 4 7 92 008.86!!4 16 5 1 1 7 36 000.2019 16 5 4 7 93 000.8521 16 5 I 1 7 37 000.6417 16 5 4 3 94 000.2055 16 5 I 1 l 38 001.3803 16 5 4 ' 95 002.7589 16 5 I 1 l 39 000.1225 16 5 4 9 96 007.3654 16 5 I T II 40 010.7871 16 6 0 0 0 040.1221 I 5 \ t 8 41 000.3024 16 6 0 9 I 005.5293 1 5 I 1 7 42 004.5846 16 6 0 g 2 003 .4319 I 5 1 T 7 43 000.3069 16 6 0 7 l 000.0539 1 5 1 1 5 44 001.0885 16 6 0 7 4 000.0437 1 5 I I 7 45 005.0027 16 6 0 2 5 000 .0467 I 5 1 T 1 46 017.0854 16 6 0 7 6 000.1123 I 5 I 1 7 47 000 .7403 16 6 0 7 7 000 .14" 1 5 1 2 0 0 048.3596 16 6 0 2 8 000.1795 1 5 1 2 9 411 019.3327 16 6 0 1 9 001.3555 1 5 1 2 7 49 000 .331111 16 6 0 8 10 ooo . 1307 1 5 1 2 4 50 001.5501 16 6 0 8 11 000.2151 1 5 1 2 7 51 002.0336 16 6 0 8 12 000.1751 1 5 1 2 1 5 7. 011.7733 16 6 0 7 1:5 002 .4 2 81 1 5 1 2 8 53 013 .4856 16 6 0 8 14 000.2549 1 5 1 3 0 0 069.7196 16 6 0 8 " 000.0769 I 5 1 3 I 54 017.0839 16 6 0 8 16 000.0365 I 5 I l 5 55 000.4689 16 6 0 7 17 000.1878 1 5 1 l 8 56 ooo. 7213 16 6 0 7 18 000.0224 1 5 I l 8 57 004.2207 16 6 0 7 19 000.0493 I 5 1 3 3 58 001 .4998 16 6 0 1 20 000.0136 1 5 1 l J 59 000.0709 16 6 0 2 21 000.8665 I 5 1 l 3 60 000.0558 16 6 0 1 22 000.0644 1 5 1 ' 3 61 000.0153 16 6 0 1 23 000.6020 I 5 1 ' ' 62 000.0278 16 6 0 7 24 000.1094 1 5 1 ' l 63 000.0450 16 6 0 2 25 000 .0269 I 5 1 ' 7 64 018 .9500 16 6 0 1 26 000.2207 I 5 1 ' 9 65 007.7962 16 6 0 7 27 000.0535 1 5 1 3 9 66 017.6424 16 6 0 7 28 000.2220 I 5 1 ' 9 67 001 .0228 16 6 0 2 29 000.5180 1 5 I 4 0 0 090.671 7 16 6 0 7 30 000 .0225 1 5 I 4 I 68 000 .9807 16 6 0 8 31 000.7301 I 5 1 4 1 69 003.6837 16 6 0 7 32 000.7767 1 5 I 4 8 70 000.5116 16 6 0 8 33 001 .6274 1 5 1 4 ' 11 000.5601 16 6 0 8 34 000.0705 1 5 I 4 7 72 000.2201 16 6 0 7 35 ooo. 1506 I 5 I 4 7 73 000.0332 16 6 0 2 36 001 .0115 1 5 1 4 7 74 000.2384 ·. 16 6 0 7 37 000.1738 1 5 1 4 8 75 000.6702 16 6 0 l 38 000.0339 I 5 I 4 4 76 000.2915 16 6 0 7 39 000 •. 1221 1 5 1 4 7 71 000 .2093 16 6 0 1 40 000.5792 1 5 1 4 4 78 000 .1534 16 6 0 1 41 000.2400 1 5 1 4 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000.0233 16 10 2 0 7 3 000.0306 1 9 2 I 2 32 009.84:55 16 10 2 0 7 4 000 .1000 I 9 2 I 8 33 005.0077 16 10 2 0 8 ' 000.0135 I 9 2 I 8 34 005.0361 16 10 2 0 7 6 000.03711 I 9 2 I 7 35 006.7667 16 10 2 0 2 7 000.0644 I 9 2 I 8 36 04a.l441 16 10 2 0 8 a 000.2502 I 9 2 I 7 37 001.7979 16 10 2 0 7 9 000.0231 1 9 2 I 7 38 000.0310 16 10 2 0 7 10 000 .0616 1 9 2 I a 39 000.59a6 16 I 0 2 0 7 II 000.1293 1 9 2 I 7 40 000.4975 16 10 2 0 I 12 004.00a5 I 9 2 I 7 41 000.6527 16 10 2 I 0 0 137.7601 16 9 2 I 7 42 000.41145 16 10 2 I 7 13 000.5915 16 9 2 1 7 43 000.5a58 16 I 0 2 I 7 14 004 .7011 16 9 2 I 3 44 ooa.a363 16 10 2 I I 15 017.3941 16 9 2 I 8 45 000.8664 16 10 2 I a 16 012.6741 16 9 2 I 7 46 003 .0642 16 10 2 I 7 17 000.0975 16 9 2 I a 47 I00 .9a28 16 10 2 1 7 18 000.0663 16 9 2 1 7 48 000 .0950 16 10 2 1 7 19 000 .9676 16 9 2 I 3 49 OOI .Oa20 16 1 0 2 I 3 20 001.9204 16 9 2 1 7 50 015.8621 16 10 2 1 7 21 000.176a 16 9 2 1 3 5I 000.2450 16 10 2 1 4 22 000.682 ~ 16 9 2 1 9 52 021.4056 16 10 2 1 7 23 005.1531 16 9 2 1 1 " 023.914a 16 10 2 I 3 24 000.9760 16 9 2 1 t.l 54 004 .0992 16 10 2 I 7 25 000.4613 16 9 2 2 0 0 131 :5489 16 10 2 I 7 26 000.0506 16 9 2 2 7 " 002.2520 16 10 2 I 7 27 004 .H54 16 9 2 2 9 56 002.3106 16 10 2 1 · 8 28 001.1 692 16 9 2 2 7 57 000.0044 16 10 2 1 9 29 085 .6430 16 9 2 2 7 58 000.0135 16 10 2 2 0 0 246.5015 16 9 2 2 7 59 000.0131 16 10 2 2 7 30 001.2246 16 9 2 2 ' 60 000.1717 16 10 2 2 II .51 001.1a36 16 9 2 2 4 61 000.1656 16 10 2 2 8 .52 001 .41aO 16 9 2 2 7 62 001.6560 16 ---- FLOW 2 FLOW 2 II 2 I 6 29 000.0356 16 II 2 I ' 30 011.5967 16 Pleh Flow Enlerge•ent Type 10 Tote I Factor II 2 I 9 31 000.8335 16 11 2 I 7 32 000.3013 16 10 2 2 8 3:5 001.8024 16 11 2 1 2 33 003.8356 16 10 2 2 8 34 001.4367 16 11 2 1 7 H 002.2321 16 10 2 i 8 35 003.5786 16 11 2 I 7 35 000.2011 16 1'0 2 2 11 36 031 .3231 16 11 2 I 11 36 000.4429 16 10 2 2 7 37 032 .5442 16 11 2 1 II 37 000.365:5 16 10 2 2 7 311 005.4597 16 11 2 I II 311 003.5704 16 10 2 2 7 :59 000.0868 16 11 2 1 7 39 014.1249 16 10 2 2 7 40 000.8634 16 11 2 I 9 40 018.1722 16 10 2 2 3 41 000.5611 16 11 2 1 1 41 022.6949 16 10 2 2 7 42 000.4119 16 11 2 1 7 42 000.0562 16 10 2 2 4 43 000.4982 16 11 2 1 7 43 000.6275 16 10 2 2 7 44 001,}070 16 11 2 2 0 0 1311.4344 16 10 2 2 3 45 004.0369 16 11 2 2 7 44 001.24112 16 10 2 2 8 46 018.2025 16 11 2 2 9 45 003.3602 16 10 2 2 7 47 002 .73112 16 11 2 2 ' 46 000.15-:55 16 10 2 2 8 411 014.7346 16 11 2 2 6 47 000.0607 16 10 2 2 9 49 070.9452 16 11 2 2 9 411 007.5445 16 10 2 2 7 50 000.0947 16 11 2 2 7 49 000.3038 16 10 2 2 1 5I 027 .3123 16 11 2 2 6 50 000.0868 16 10 2 2 2 52 023.39113 16 1 2 2 9 51 000.11767 16 10 2 2 7 " ooo. 0510 16 1 2 2 9 52 000.8323 16 1 2 2 8 ~} 020.0519 16 1 2 2 7 54 000." 23 16 Plate Flow Enlar-ge•ent Type 10 Total Factor 1 2 2 7 55 000.5679 16 1 2 2 7 56 000.1940 16 11 2 0 0 0 034.3280 I 1 2 2 7 57 000.8071 16 11 2 0 7 I 0Clll.0050 1 1 2 2 11 511 031.4331 16 11 2 0 8 2 000.3641 1 1 2 2 7 59 000.2216 16 11 2 0 7 3 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2 2 7 44 000.0340 16 16 2 0 9 20 011.2006 1 14 2 2 7 45 000.1856 16 16 2 0 9 21 000 ... 805 1 14 2 2 7 46 000,2008 16 16 2 0 I 29 008,9186 1 ... 2 2 7 47 000.5064 16 16 2 I 0 0 013.H17 16 14 2 2 8 48 029,5588 16 16 2 I I 22 003.4733 16 14 2 2 3 49 004.5861 16 16 2 I 5 23 000,6098 16 14 2 2 9 50 032,6444 16 16 2 1 7 24 001.0277 16 14 2 2 1 51 003.7644 16 16 2 1 7 25 000,0564 16 15 2 0 0 0 020,7850 I 16 2 1 6 26 000,0804 16 15 2 0 9 I OOO.H!IO 1 16 2 1 9 27 000.3794 16 15 2 0 7 2 000.03 .. 3 1 16 2 1 9 28 007.8747 16 15 2 0 2 3 000.0696. 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I 2 3 1 7 22 005.8668 16 II 3 2 7 40 000.0622 16 I 2 3 I 2 23 003.6013 16 II 3 2 7 41 t00.0918 16 ~ 12 3 I 8 24 001.3329 16 11 3 2 5 42 000.0203 16 12 3 I 7 25 004.7238 16 II 3 2 9 43 000,9267 16 I' 12 3 1 1 26 014.1062 16 11 3 2 9 44 000.9586 16 I 12 3 2 0 0 113.1657 16 11 3 2 8 45 021.2324 16 .:· 12 3 2 8 27 000.1324 16 11 3 2 7 46 000.3736 16 12 3 2 8 28 000.7207 16 11 3 2 8 47 003.5771 16 ... 12 3 2 7 29 013.7616 16 11 3 2 7 48 000.4286 16 .. ~-. 12 3 2 8 30 015.2631 16 11 3 2 7 49 000.1597 16 ·: 12 3 2 7 31 001.2178 16 II 3 2 8 50 003.1263 16 '• 12 3 2 2 32 004 .3062 16 .•. 12 3 2 8 33 003.4004 16 ;· ~t ----------. ---.-------------------- FLOW 3 tLUR ~ 13 3 8 38 014.8835 16 au Plete Flow Enlergeaent Type ID Total Fec:1"ur 1:5 3 7 39 000 .3277 16 13 3 7 40 000.4548 16 12 3 2 7 l4 002.7365 16 13 3 7 41 000.2313 16 12 3 2 7 35 002 .8925 16 13 3 9 42 004 .6380 16 12 3 2 8 36 009.6452 16 13 3 7 43 000.09150 16 12 3 2 8 H 000.8092 16 13 3 1 2 55 001.5313 16 12 3 2 7 38 003.5587 16 13 3 2 0 0 048.8004 liS 12 3 2 7 39 000.8563 16 13 3 2 1 44 008.9365 115 12 3 2 7 40 012.6320 16 13 3 2 7 A5 001.0355 16 12 3 2 2 41 001 .55015 16 13 3 2 ' 46 000.20115 16 12 3 2 1 42 007.9977 16 13 3 2 9 47 015.4181 16 12 3 2 7 43 000.62015 115 13 3 2 2 48 007.1320 16 12 3 2 1 44 024.7397 16 13 3 2 7 49 000 .0881 115 12 3 2 ~ 45 000 .1095 16 13 3 2 7 50 000.2521 115 12 3 2 9 46 0015.11505 16 13 3 2 5 51 000.6165 16 13 3 2 3 52 000.5681 115 13 3 2 7 53 000 .8803 tiS 13 3 2 9 54 013.15234 115 Plete Flow Enlerge111ent Type ID Total Fac:tor 14 3 0 0 0 031.8337 I 14 3 0 9 1 009.0446 1 13 3 0 0 0 021.1129 I 14 1 0 7 2 000.0345 I ~· 13 3 0 8 1 000.0055 1 14 3 0 7 3 000.0:542 1 13 3 0 7 2 000.0493 I 14 3 0 7 4 000.0377 1 13 3 0 2 3 000.3198 1 14 3 0 7 ' 000.07154 1 13 3 0 7 4 000.01582 I 14 3 0 2 IS 000.3715 1 13 3 0 1 5 001.3133 I 14 3 0 7 7 000.08152 1 13 3 0 7 6 000.0173 I 14 3 0 8 8 002.0558 1 13 3 0 7 7 000.1877 I 14 3 0 1 9 0015.6849 1 13 3 0 7 8 000.0137 1 14 3 0 7 10 000.0398 1 13 3 0 8 9 000.1059 1 14 3 0 7 11 000.4503 1 13 3 0 7 10 000 .0282 I 14 3 0 7 12 000.34154 1 13 ' 0 7 11 ooo. 0133 1 14 0 8 13 000.4387 . 1 13 ~I 0 7 12 000 .0104 I 14 3 0 7 14 000.1805 1 13 3 0 7 13 000 .1059 1 14 3 0 8 15 000.3321 1 13 3 0 8 14 000.4278 1 14 3 0 7 16 000.14159 1 13 3 0 8 15 000.1515 75 1 14 3 0 8 17 000.5181 1 13 ) 0 7 16 001.1 185 1 14 3 0 7 18 000.0470 1 13 3 0 7 17 000.11155 1 14 3 0 7 19 000.0928 1 13 3 0 7 18 000.4145 1 14 3 0 7 20 000.03915 1 13 3 0 8 19 000 .0513 1 14 3 0 8 21 000 .21H 1 13 ) 0 7 20 000 .0190 1 14 3 0 7 22 000.504) 1 13 ) 0 2 21 002.6139 1 14 3 0 2 23 002.780J 1 13 3 0 7 22 000.1083 1 14 3 0 7 24 000.0158 1 13 3 0 1 23 003.11585 1 14 3 0 7 25 000.0090 1 13 3 0 1 24 000.71015 I 14 3 0 7 215 000.0119 1 13 3 0 1 25 000.41551 I 14 3 0 2 27 002. 1534 1 13 3 0 8 215 ooo. 1313 1 14 ) 0 8 28 000.2404 1 13 3 0 9 27 000.8808 I 14 3 0 7 29 000.4345 1 13 3 1 0 0 084.9489 115 14 3 0 8 30 001.8311 1 13 3 1 I 28 016.9557 115 14 3 0 9 31 001 .7284 1 13 3 1 8 29 017.1947 16 14 3 0 7 31 000.0384 1 13 3 1 7 30 0015. 323'8 16 14 3 0 7 33 000.0609 1 13 3 1 7 31 000.1031 115 14 3 0 7 34 000 .0162 1 13 3 1 2 32 009 .79915 16 14 3 1 0 . 0 016.8430 16 13 3 1 7 33 002.7576 115 1 4 3 1 4 35 002.01152 16 13 3 1 7 34 005.87153 16 14 3 1 8 36 013.2124 115 13 3 1 3 35 000.7556 115 14 ) 1 7 37 000.4532 115 13 3 1 3 315 002.1809 16 14 ) 1 2 38 001.1990 16 13 3 7 37 001.65115 16 FLOW 3 FLOW 3 f 16 3 2 5I 26 008.8074 16 15 3 (jl 0 0 021.7788 1 17 3 0 0 0 011 .2601 1 15 3 0 5I 1 000.2588 1 17 3 0 2 1 000.0446 1 . 15 3 0 7 2 000.0212 1 17 3 0 7 2 000.3048 1 15 3 0 9 3 007.2138 1 17 3 0 2 3 000.5433 •1 15 3 0 9 4 000.0677 I 17 3 0 2 4 000.1100 1 15 3 0 7 5 000.0976 1 1 7 3 0 7 5 000.3491 1 15 3 0 7 6 000.0822 1 17 ' 0 7 6 000.3632 1 15 3 0 8 7 000 .1071 1 17 3 0 7 7 000.2997 1 15 3 0 7 8 000.2240 1 17 3 0 4 8 000.1471 1 15 3 0 2 9 000.6131 1 17 3 0 7 9 000.0107 1 15 3 0 7 10 000.1224 1 17 3 0 7 10 000.0220 1 15 3 0 1 11 007.8428 1 17 3 0 7 11 000.0231 1 15 3 0 8 12 000.6995 1 17 ' 0 7 12 000.1697 1 15 3 0 7 13 000 .. 0982 1 17 3 0 2 13 000.7923 1 15 3 0 8 14 000.6185 1 17 3 0 8 14 000.1519 1 15 3 0 7 " 000.1781 1 17 3 0 7 15 000.3900 1 15 3 0 2 16 001.3056 1 17 3 0 7 16 000.0381 1 15 3 0 7 17 000.0636 1 17 ' 0 8 17 000.17!18 1 15 3 I 0 0 014.6<450 16 1 7 3 0 I 18 007.4385 1 15 3 1 4 18 000.3028 16 18 3 0 0 0 025.2100 1 15 3 1 9 19 011 .0472 16 ~! 18 3 0 8 1 000.3313 1 1~ 3 1 7 20 000.6974 16 ,, 18 3 0 7 2 000.061S 1 1 15 3 1 1 21 002.6067 16 18 3 0 7 3 000.0220 1 15 3 2 0 0 018.7373 16 18 3 0 8 4 000.0157 1 15 ' 2 4 22 000 .3954 16 18 3 0 7 5 000.0819 1 15 3 2 9 23 015.5952 16 18 3 0 7 6 000.2759 I 15 3 2 7 24 000.6231 16 18 3 0 7 7 ooo . 0235 I " 3 2 7 25 000.3097 16 18 3 0 7 8 000.0126 I 15 3 2 1 26 001 .7449 16 18 3 0 7 9 000 .5492 1 16 3 0 0 0 026.9817 1 18 3 0 7 10 000 .0903 I 16 3 0 7 1 000.0706 1 18 3 0 7 11 000.3530 I 16 3 0 8 2 001.6570 1 ,. 18 3 0 8 12 000.1780 1 16 3 0 7 ' 000.0280 1 1 e J 0 7 13 000 .1787 I 1 6 3 0 7 4 000.1370 1 18 3 0 7 14 000.0296 I 16 J 0 8 5 000.0414 1 18 J 0 7 15 000.2006 I 16 3 0 7 6 000.21 13 1 18 3 0 8 16 000.5024 I 16 J 0 2 7 000 .4163 I 18 3 0 7 17 000.1827 I 16 3 0 8 8 000.0401 1 18 ' 0 2 18 000 .1658 1 16 3 0 7 9 000.0423 1 18 3 0 8 19 000.1497 I 16 3 0 7 10 000.0667 1 18 3 0 7 20 000.4622 1 16 3 0 2 11 000.1195 1 18 3 0 7 21 000.0153 I 16 3 0 7 12 000.6230 1 . 18 3 0 7 22 000.0501 1 16 3 0 2 D 000.3272 1 18 3 0 8 23 ooo. 5370 1 16 ' 0 7 14 000.0610 1 18 3 0 2 24 000.6835 1 16 3 0 1 15 009.4445 1 18 3 0 7 25 000 .6263 1 16 3 0 9 27 01 1. 7624 1 18 3 0 7 26 000 .0227 1 16 3 0 9 28 000.2102 1 18 3 0 8 27 000 .2128 1 16 3 1 0 0 009.5902 16 16 3 0 7 28 000 .3421 1 16 3 1 1 16 003.3399 16 . 18 3 0 8 29 000.1479 1 16 3 1 5 17 000.1248 16 .. 18 ' 0 7 30 000.0485 1 16 3 1 7 18 000.2551 16 18 3 0 8 31 ooo . 0565 1 16 3 1 6 19 000.1173 16 18 3 0 7 32 000.0463 I 16 3 I 7 20 000.1024 16 18 3 0 7 33 000 .0225 I 16 3 1 9 21 005.6725 16 18 3 0 l .H 001.5794 I 16 J 2 0 0 015.6632 16 18 3 0 I 35 007.4192 1 16 3 2 1 22 005.1271 16 18 3 0 9 36 00!>.8316 1 16 3 2 7 23 000.3286 16 18 J 1 0 0 105.7747 16 16 3 2 7 24 OJ0.2694 16 18 3 J 37 002.9433 16 16 3 2 4 25 001.1}93 16 L __ ------------·- FLOW 4 FLOW 3 Plate F I ow Enlarg•••nt Typa 10 Total Factor 18 ~ I 6 38 000.9211 16 18 3 1 8 39 019.0066 16 1 4 0 0 0 007.4819 1 18 3 I 7 40 001.23615 115 I 4 0 7 I 000.0499 1 18 3 1 7 41 000.4_1 21 16 I 4 0 7 2 000.0153 1 18 3 1 8 42 003.49159 16 1 • 0 7 3 000.0603 1 18 3 I 7 43 001.7184 115 I 4 0 8 4 000.5625 I 18 3 1 8 44 006.3998 16 1 4 0 7 5 001).0290 I 18 3 I 7 45 000.8246 16 1 4 c. 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