Record Details

page 2-22

Digital Collections at BYU

Field Value
Title page 2-22 Phase II summary report (final) : Utah Lake water quality, hydrology and aquatic biology impact analysis summary for the irrigation and drainage system--Bonneville Unit, Central Utah Project, page 2-22
Coverage Electronic reproduction;
Format 2-22 text/PDF
Rights Brigham Young University; http://lib.byu.edu/about/copyright/generic.php Public Domain Public
Language English; eng; en
Relation Central Utah Project; Western Waters Digital Library; 4 in 17 1.7 za ln r 262 26.2 CM 122 12.2 CM oo 00 68 6.8 68 mm 694 69.4 f 71 7.1 1 sl am I 66 6.6 mg mm so mma 137 13.7 mpa r 162 16.2 CM 07 0.7 07 r 169 16.9 0 0 s04 0 683 983 98.3 en 00 so 0 03 22 CM CM 11 0 CM o CM 4 0 o a 0 o f 0 o ii en 0 ti o 0 0 ii o 1000 100.0 0 0 en 3 en 0 en 3 3 33 3.3 en rpm 258 25.8 rom co in 14 1.4 t 0 SO 71 7.1 4 .4 196 19.6 0 o 43 4.3 gm ga en 02 0.2 cs 02 45 4.5 45 wm in 0 heo HCO meo 0 mam 373 37.3 aam r mca HCO moa tw t u w abb 329 32.9 asb cs en pm mr en in CM 125 12.5 CM mw lq 759 75.9 in i 126 12.6 CM i al sm r ot 0 t 1000 100.0 0 0 1 .1 K en d 0 total II 11 41 4 0 ca c3 1 ca c1 tl T u l 84 8.4 mm qq oo 00 22 2.2 22 rb CM CM mam 135 13.5 en m i 52 5.2 52 mb in CM arm 123 12.3 en CM i wlm 416 41.6 0 o 45 4.5 45 wm in 88 8.8 88 mm 00 oo 00 133 13.3 en en 441 44.1 t 10 1.0 me ze 0 i 451 45.1 in f 1000 100.0 0 0 0 cl U 982 98.2 oo 00 a ei E i 41 4 1 jim jin tim 5 .5 of 0 d 0 o 0 o en oo 00 7 .7 1 0 0 in oo 00 en 0 124 12.4 26 2.6 bg bm bam 236 23.6 sam 73 7.3 sa am 58 5.8 58 mm 69 6.9 69 mb lam 111 11.1 maz 295 29.5 08 0.8 08 em 303 30.3 K 0 o 41 4 a 1 K CM CM en CM r in 51 in 0 at 1t 00 CT CM 0 0 en 1000 100.0 0 0 0 o u 11 percent u 0 u m i co in en 0 CM r 4 en in CM r 0 60 S p I 1 1 mg s oo 00 0 263 26.3 CM o 21 2.1 bl rm CM 288 28.8 oo 00 CM 115 11.5 11 53 5.3 53 mm in 746 74.6 rge gge r t leb 102 10.2 meb 0 i 81 8.1 ml mm 00 183 18.3 11 00 75 7.5 75 sm C 02 0.2 02 er 0 77 7.7 as sa P leee 1000 100.0 0 0 1 .1 mg S icat ictt ai 9i 00 oo 41 4 0 1 salts r 1 0 0 0 so a p CM cr 0 en CM 0 1 .1 CO ta t3 ca to 5 330 33.0 m en 26 2.6 bm rg CM 216 21.6 CM 136 13.6 en 11 1.1 ml lm i 719 71.9 alg r i als 117 11.7 ama fi f i 72 7.2 sr ar r 189 18.9 00 89 8.9 89 mg 00 03 0.3 03 0 92 9.2 br bb 0 1000 100.0 11 0 0 ca 31 r 3 0 21 2.1 ii 184 18.4 60 6.0 0 n 509 50.9 0 54 5.4 tcm rcs acm 1 .1 72 7.2 CM 0 vo ppp 353 35.3 app en 12 1.2 mb lb CM M 365 36.5 lmo ino umm in 0 EZ na to 985 98.5 OO 00 ot rl nl mrm 126 12.6 1979 na a 119 11.9 CM cmoovo 00 60 me mrm 125 12.5 CM 509 meb 0 mg og in lor ab rb CM e in oo 00 1000 100.0 0 cr 19 ii ii i m n i en n en eno 0 0 to 19301979 t 11 41 4 1 1930 0 0 ining ininr in in 1 I r rt so 0 o vo CM mo 0 cn due 3 0 of 0 en 25 2.5 61 6.1 87 8.7 74 7.4 196 19.6 06 0.6 202 20.2 ams TDS Q 683 68.3 OO 00 0 O report a 225 22.5 bm rp bra 227 22.7 101 10.1 mm gl 637 63.7 qs qa sw aw 161 16.1 06 mm ams TDS amm Q 885 CM CM mcmcmoo M CM CM CM 0 0 o mma m 0 oo 00 oru oro r 0 il vo i l dooe oooo 0000 er 0 0 CM CMO 1000 100.0 0 0 ei E i vc 5 i adf add a fl 0 1 1 u aa 2a CM pa 1 Q mame lake zake WHAB completion to co 33 1 U U & u u e eg coor ioco iocm 2 .2 i i cm cminr 7 ars krs srs table ca u in 1 .1 0 utah aj 4j 338c 26 2.6 10 1.0 51 5.1 22 2.2 02 0.2 25 2.5 ene eno cne 0 ei E i differences i bm 86 187 18.7 101 10.1 10 121 12.1 jl jm 181 18.1 rb bb 02 bm rp 3 jamo cn cmoooil 6 0 O amm cmm CO CM OCMO 6 133 13.3 U CM 2 to 0 to 0 m dmn 101 r ta t6 so 4 S N oo 00 8 r coe eno cro 0 0 in zai zal m i 42 4 4 4 1 TI T I 4 to 0 U C 03 cn cy cro dro en ro r o u ti i C t0 ta amm 763 76.3 0 809 209 20.9 beg 0 29 2.9 bg mg CMO 1000 100.0 wlm 413 41.3 mma 587 58.7 ode 000 leee 1000 100.0 values rl r 3 l 4 3 C 0 ff 0 table 3 0 subsequent V 3 loadings 5s as r CM 0 a mo 0 O slight oo 00 ii i i ei E i ai 0 b 3 8 4 aj 4j CO ta t3 0 S Q 30 3.0 11 1.1 bcr ocr 59 5.9 26 2.6 so 03 0.3 en it 25 2.5 in oo 00 0 ii 0 4 3 41 4 8 l in r caa c3a pih gih 1 3 i inflow 389 38.9 coen 30 216 21.6 116 11.6 i ll mm 150 15.0 imm gb gm bm rg CM 03 em 0 0 gew 404 40.4 acm ocm bm bp 158 15.8 in to AJ precipitation 1 I precipitation 1 I co 4 i en cmil ii 1 l i U & 0 C aj 4j C outflow 41 4 1 ta t3 B 1 .1 1 .1 C i ii i i 0 CM eni 5 lmo umm 40 4 o cacm cncm oo 00 a these 0 0 u shown 0 run dmd ncc a salt ca c3 cnt cri yi acm hdm fcm 2 tl aen 3en oocm ooch r i 3 U u 3 n en 0 o r i vo i r am 0m i r 3048 0 ca c3 4 i aq tq 404690 110792 15143 k 16 t 81145 M 611770 A 251539 357183 A 608722 k eek dek compared P i 1 l CO 0 o 0 uno ino umm r co en E u D C mcq and a 0 i en ool ooi oo i in lne ino ume 0 i co a co 0 530 ca si hi in 0 O CM enc eno 0 ignore 0 U u those 0 i 8 n enc ene coc enenoo oomcointl noo ooo crar crcr enr inr en CM CMCM CM 1 mem eem r OCM io W 6 aq cq oo 00 c 0 O a ta t3 a u 3 simulations 4 aq tq u inojo inomo 5904 at yt CM so 1511 in rmcr rmer 3512 cro cre cm as doi dol cai ca i excludes ti T i includes ii i 16045 55722 15010 96202 afara afyra 61665 74495 31297 13632 omlar water omlan rt j i ui u i 206538 nolc ft 114538 t 1 en pen men peo 2191 adyr afyr ii i i 245971 immo fc IN as 5s ii i i i x CJ 0 c from 0 S 3 0 ai 4i 0 o ren in cm 03 ri 0 ri r i u ii i i ra r4 CM OO 00 CM CO U ca c0 4 I CO & ei E i aj 4j C 3 C ca c3 0 i 3 minutely 3 0 0 U ta t3 3 r 1 i C 1 which TI T I which il i l r1 ra 1 annual C A 3 outflows 41 4 1 OUTSALTS 03 rj variations 41 4 1 41 4 1 C U mas bay ca U 6 ca c0 & slightly 3t4 l ca c0 aj 4j amke lake amme mam bay ca c3 H TOTAL H 3 modified E C co oa U 0 0 3 H & ta t3 U CO oli oll 011 oil oiz ol l cl C l sl S l i 1 4 r eibl ta t& l tl T l 5 pie mih r le neama TOTAL 0 1 I ca c3 0 0 i 0 00 streams U g 0 U ca c3 U co cg ca c3 coe toe coer TOTAL i 1 cdo COO com vary 3 inflow 1 inflow il i l to 5 CO treatment aj 4j C 3 41 4 1 4 41 4 1 & 41 4 1 10 410 910 gim 4 IU 4 ae 1e 1 OQ ta t4 lal l 41 4 l average i 4 tari t3ri provo 0 goshen CO subtotal 0 ca c3 oo 00 O groundwater o oe OE oel ohl ohi l other 3 0 ei E i bo C C main subtotal subtotal subtotal subtotal Q 0 ua u3 U ca c3 1 0 aj 4j S 4 I ca c3 aj 4j C 4 4 4. 4 SALTS ti t i ic 1 4 rl r l vary inflow rl r l groundwater ta t3 U bay t3n tan 3 u bas bay mas rtqe mmae l 0 U bas bay mas c30s 0 U bay c330 aj amy may ams rt kwil i f ca c3 41 4 1 m anh fiel fie mahi nch l 3 cifc1 wake lake wame 3 ow 33 TRIBUTARY li omma lake may bay mas ca c3 CQ 30 FLOW ci wmma lake amse mas bay bwy to pa a ua u3 gia gi3 rounding rl r l rl r l slightly C il i l 1 1 1 00 3 03 u wmma lake cd en 41 4 1 co CQ co t 3 is i s 0 rt pa en OUTFLOW & i G co cg 60 M CO CU 01 0 1 0 oil uil ui l C ll 11 l l rofl coil doik rof coi dof l C ay &y 1 fl f l C & i ha h3 co 3 total y total i i 03 ta t4 4 oal 001 oai ooi 00 l 1 1 l il i l U U ai 0i 4 0 U S arf adf 4 0 U 3 0 0 0 0 U 1 11 U mountain C ca c3 U U U 1 0 ccmr 2 4 chene c3ene 3 i precipitation 1 C 4 I 1 ca c 1 0 TOTAL ei E i 3 1 i 4 4 j a co cr U 3 sewage ton 523 olmer other ozmer 333 oomen other almer other almor zwla main fl f l goshen CQ cari goshen M in ini zwla main I provo 0 goshen tn C evaporation I 1 ewaa main emla 1 I llamo provo 0 goshen co 0 values 1 values il 19 i aa 2a L surface 4 ca c3 ismooo 0 u 4 4 i 4 js anso cnso ca 0 mineral US i zama main zala ca 0 usino uspno ii i i ni i 0 jordan ta t3 co 0 &spu to n 0 E ca M u on C 0 on C 0 ca co a i H fresh U C 01 H tal tfl M 41 4 1 to 0 aj 4j 5 3 i r n 0 0 U U computer aa 1a ta t3 U aj 4j 1 003 a taja t3ja b c oo 00 d u e & i a caa c3a b S CO a A p a coa dun duh b u c i M a coa b u c 33 0 M oci mci oai a co 0 i 1 3 an fn OUTFLOW STORAGE es M naama these nagma u E based n memed based n naoma these U u report & INFLOW table Q tn ei E i 0 RATIO ei E i a 0 ca c3 ca 3 mua due mza 3 a ca c3 a 0 ei E i 0 eq pa p3 ei E i ta t3 EI E I II 11 I I I 1 CM 2 en 3 4 0 1 CM 2 aq &q 03 a 0 b a u c ta t3 d 2 22
Identifier http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/11479

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