YF02558 
 
 <?C 3M 
 
--'<- [ft* :.'-'""" JBU 
 
 ' r..:..-.' 
 
Letter of the chief 
 
 engineer, together v,dth 
 
 estimates on prayings mde J-TI 
 
 15-18,1913 on Alaraeda Creek 
 
 Cunol Dam. 
 
 F.C.-erinann, chief 
 
SPRING VALLEY WATER COMPANY 
 
 375 SUTTER STREET 
 
 IGINEERING DEPARTMENT 
 
 F. C. HEBHMANN 
 
 
 SAN FRANCISCO, CAL. February 4, 1913* 
 
 3* P. Eastman, Esq., 
 
 Tiee President and. 
 
 Spring Valley V/ater Company. 
 Dear Siri- 
 
 For the last 23 years the flow of Alaneda Creek has 
 been measured at Hiles and Sunol dams, the latter being used since 
 1900. The raethod of measurement was to carefully record the height 
 of water over the crests of the dams, and compute the flow by means 
 of the standard Francis wir formula. Making no allowance for the in- 
 crease due to velocity of approach, nor for the decrease due to sub- 
 mergence at very high heads. 
 
 last year new discharge curves for the flow over these 
 dams were nade from very careful and scientific experiaents by Prof. 
 J. H. LeConte on models of these weirs. Prof. LeConte's results were 
 used in computing the discharge of the Alsneda Creek to my "Beport OB 
 the Safe Dependable Yield and Availability of the Resources of the 
 Spring Valley Water Company," which was incorporated in the Spring 
 Valley Eater Company's Heport on "Che Tatar* Tfcter Supply of San 
 Francisco from the Conservation and Use of its Present Resources", 
 to the Honorable Secretary of the Interior and the Advisory Board 
 of Engineers of the United States Aray. 
 
 In order to check the determinations of prof. LeConte, 
 preparations were n*de this year to measure the How of Alaneda Creek 
 

3.P.X. - It* 
 
 gonol cUn in a wry ptrairj^t and xmifbrw eternal for A dlatanoo of 
 
 2,000 foot.- a channel xifeioh Mr. Fre*aan deaoritea aa i 
 
 _ r^-, 
 
 In this channel, about 200 feet tiprtrawi fro* the ffcnol 
 station ma eatabliahed by ooRstPuatlne 
 
 pBalo& foot fcrldgo and naldLne a, careful mirvey of 
 
 section. ft* lip of the dam WAS rooonatrnotert to 
 
 with forraer conditions, and connected T>y a oarofcl net of 
 
 etents with the amiea and points of previous laaaauraaanta. A 
 
 also established at tho flftgine atatlon. In addition te theae, * 
 
 antomtio reoordera of the latent OoxOey typo were irwtall^l *e 
 
 the hflight of water both above nnd "below the daa* Iha re 
 
 y fifteen ninutos the hei^Kt Of the wter awrfaoe to 1MI 
 
 hoadreclth of n foot, on 
 
 of the dan f thus aetanslnlqg tx>ti the nth of flow 
 jt 
 
 of 
 
 Dtagrwi |1 ahow CM relatiro position of the 11 
 
 , '. -.ol daa, the gacinc station, 
 
 32 first flood mteora thia eaiOB pawjed oner the da 
 15th to Jtoanry 10th, 1913. Duriae this flood carofUl 
 
 oorreaponding to Isjitaa over the oreet of the 4wi of 1.00 feet, 
 1Q6 feet, 1*66 feet and 1*94 feet* Ska depthe ware oaaured OB g^na 
 
 SIN, i 3 
 
. 
 
 ^p* ^Hr MHmHp wWp 
 
 o 
 
 
 I 
 
 "t " '' '.-* ' ' '1 '' ' !' ' 
 
 ^ * TPW^ ^ww 
 
 to 
 
 .3d 
 
 wrote ii*rf tttm to I^AwC Mtf 
 r d 10 ftfeirf 0fMlte 
 
 10 jfJefe & <*fcrf yjgtet^afc ,ofc i to 
 
 orfa | wnqpiC 
 ctt tea eagag aewfiT ^AtfitB flrtMl M^ ,ft JDoMt wtt ,l*eacK 
 
 - 
 
 
 nl ri* oaten**** x: UM <mtwr fnpini'MMiii jrf<* liaunpj 
 IK 
 

 ... . . -*. 
 
 
 no a point of 
 
 ToXocitioa of th mter wsr*. MMMMf vith a 
 Price current !S*er recently rated bjr Jlr. . J. *:off of fciia 
 Irrigation Invostlsation, at t;..r< rating station at the U 
 
 Si* hnnnol nwi dlrWl tran-?crsely into ten foot 
 
 . Ir. fl*ic>. wwitlcn th v-lccsJt7 <M> o-- cm-id at : lx to.-.thn -\o : th 
 th* m%r wfko v this I feonm as In all ntandard oor 
 work, as the arorac* Telocity for the aoction. Those arerafi* Tolooitios 
 wore repoatotUy chokod by the Intagratioa method , Wire or four row*! 
 
 * W ^^ 
 
 trips bei7i;7 olowly smdo by th cwrnt ntr IxUmm th irarfaoo of the 
 mtr and the bottom of th* oheimel. Tortonatel?. it wau possible to 
 
 Mki tl gamine with ^ ***mm*> *nd to ujh instaaet oaedia^| 
 oloso oh^dM^ ;> irulted in ttm two igfchofls of 
 
 For aiallt 'Jem large loMotivs he*dlirt w*re used to 
 illTOlmte the gifting station, nalciag the work at nl^ht as reliable fts 
 ttt dOM ll*iylic^t. 
 
 AppsAtod hevsto are %Nft detail* of the currant net 
 isMHwisMiitfr, the eqttln of the onrrwtt raster detodned by Mr. IToff 
 being T = 2.354 It * .06*. 
 
 The results of theeo gin&i are as follows:- 
 
 _ % M|A - - ^i^_ a JjJi____-|Mlj, L ^ >*,*. ABL^T. Jl <f Wrfki^ b*X 
 
 ** ;*BF fb isftlMN *6t*s*jasj"- 
 

 ft4K ^ttKMWV 
 
 _ , ilfr.- 
 
 ' *** ft^Wfe *^ 
 
 t oD^aw 4M 2 * 
 
 ^attr aoi*^ 
 
 
 wCft*te 
 
 4^1^: tu 
 
 i i> 
 
 t* 
 
 % T 
 
 
Mfttfft 
 
 Date Hour 
 
 Station 
 
 9Mol 
 
 Dam 
 
 Depth 
 over Dan 
 
 , 1.70 
 
 "'1C ''. 
 
 1.65 
 
 1.05 
 
 , 1.65 
 
 1.60 
 
 1.00 
 
 , 2.38 
 
 2.28 
 
 1.68 
 
 , 2.65 
 
 2.58 
 
 1.94 
 
 of Approach 
 
 Station 
 
 .O.D. 
 364 
 
 329 
 735 
 
 Jar.. 
 15 
 
 16 
 16 
 
 She follcvir. is ft oonnnriean of the actual ga^ings with 
 the discharge for e$ual dopths owr the Sunol dara f as detornincd from 
 
 igfeptt Un t *3s* MiMft ? iaMwiM viltta tfe MM 
 
 1.30 
 1.15 
 2.26 
 1.73 
 
 
 JtttO 
 
 J.u-. 
 16 
 
 15 
 16 
 18 
 
 Depth 
 
 ovor i-'ori 
 Peot 
 
 1.00 
 1.05 
 1.68 
 1.94 
 
 329 
 364 
 
 735 
 
 LoConto 
 
 BK^T 
 
 293 
 317 
 635 
 797 
 
 l71U;'<XLi..- : { : . 'low 
 
 in M. 9. D. tor 
 
 l^er cent. 
 
 1 MururQnent I'lov 
 
 36 
 
 47 
 
 100 
 
 140 
 
 14.8^ 
 
 15. 
 
 2hia tnbio ahova that tiio 
 
 ure conaiotently 
 
 of 
 
 those obtained frcna tho LeCcnte cunro. 
 On oUgraa H re graphiORlly 
 
 within 
 (from 12^ to 
 
 tha 
 
 oxarro of 
 
 aa pwr th LaConto xinato, between the flag* hel^it 
 

 
 * 
 
 
 
 
 
 
 
 . 
 oo*x 
 
 . 
 
 
 . 
 
 . 
 
 a * 
 
 , 
 
 : . : 
 
 at 
 
 
 
 
 vf a i j 
 
 
 
 
 
 
 
 'IK 1*-' 
 
 & $8 
 
 m 
 
 TCf 
 
 755 
 
 
 . 
 
 
 ft 
 
 
 WUI 
 
 M 
 
 
 M 
 
 Jan.* OTQ* C<fl 
 
 
m. 
 
 of 0.60 feat end 2.00 feet, and the dieohnrge curro over the 
 within tho aaae rsn@e by aettml ourrent rwter aeaavrwwnte. 
 able consistency of tho tiiaehwse deterainat iema Indloataa the excellency 
 of tho flNEiae station and the reliability of the reewlte. She perollellen 
 of tho two dleoharse curves (aae dlegrea 3} indicate* that for greater 
 orer the dam, aotoal moaina eiiiaiiU will give consistently greater 
 than will the LeConte carve for oorreepondiae depths. 
 
 It le to be noted that the average strean velocity at the 
 station, whioh le a iiaainu u of the velocity of approach to the 
 darn, iaoreaeea alaort direotly with the depth over the oreet of the daa. 
 3hia le ehown graphically in dlagnun |3. the velocities all falling pmo- 
 tioally on the eaae tra|^it line, the ratio of inaroaae within the 
 o Ptamraeeake belnc 1,68 to 1.00. 2he Indioationi; are, tfcareTow 
 f nA eraat depths over the da* aa occurred in the great Hood oi 
 1911, the velocity of the wter aa it approaches the dm U moh ereatar 
 the velocity Induced by the fan of the water over the daa. 
 
 She oreataat depth of flow orer the dm dnrl^ the current 
 
 waa abort ft fwat. AlHwo^a flaa*i of oah ggaUi 
 over amol daia they oacv at Infra^uent intervala, the great 
 of the water faeeing over the dm at depthe not to exce^e of 3 feat, 
 ia iliiiiinilMilit by the following table which hm been 
 
 wr *Mt tea far the pwriad 
 
 ** 
 
 " 
 
- 
 
 taft t *Mfc 0' 
 
 -*MMKdR 3a ***** *ttvr &*&* %tf tjtfttft ** MMw 
 
 19 -rtft/Wteiioi * Am* i**f* 9*8* ** 
 
 ,:\ 
 
 
 
 
 ^ o^ i rl 
 
 A 4l rfpkbHf MMMMNi ; 
 
 lo oltart od* ,U H%iinE^ aeu.a & OD ^fT 
 
 .. ^ a^I aniorf iititnyrmiiiBi to 
 
 10 --OoX - ^XMm .P- >9ft M Mft l -WTO 
 
 e* i*wr erf* 
 
 ' S I . I,-..' 
 
 HU it ,8XrMfeai tmmpftttt ** 10900 
 
 
3.P.S. - 
 
 ^^^HFflAM 
 
 tomtit? of fetor 3MB*lt? of 'rtor 
 passed over )anol pa&*od over Sonol 
 ten with r*?th of Sto with Depth of 
 
 ^* fti^W^ 1 
 
 1901 
 
 1902 
 1900 
 
 1U04 
 1906 
 19QG 
 1907 
 
 1909 
 1910 
 
 1912 
 
 321,909 
 
 Shit tftbl *0w that ftor the 12 ywr* abomt 4^ of the 
 total flow OTBT 3oMl tea nitmiil with doptte of 3 foot or loan, to 
 6 out of th 12 yours, tho ontlr* flow owr tho daa was with tejitho not 
 to oxooao of 3 foot, oai ovm to tho 900*0 of 1907 wid 1911 ^^ temna 
 van-off the flow with Oopth of 3 foot or loss VM newly 80^ of tho total. 
 
 This upJLyalc chOMs thot althovcjb tto MWttoot dopth OW 
 tho *M Oarlne tfto otrooa &* WM lt 2 foot, tho rooult obtataofl 
 HboJOflrOB oro wufflolont to indloato thot tho ron-off of Alanod* Crook 10 
 mtearially ffcoettor thon glwn OB yogo 4 of tho apring Tfellay .Jator Coqpw^'e 
 
Tdftji - 
 
 h^P ^i Jp^MlpwP*.' **^^ W7 ^ V '^ 
 
 lo/cjc te70 fnxiaati 
 
 I4M 
 
 mtfJSBS aolIIIM 
 
 
 
 
 
 
 
 
 . 
 
 
 
 8Rfl,*C 
 
 I78.0& 
 
 
 tt*,^ 
 
 5^ t Cfi 
 
 46, 
 
 ,M 
 
 aoasi 
 
 : 
 
 &*,* 
 
 
 
 1 
 
 
 -i.vn 
 
 
 
 to*,* 
 
 
 
 JO^.i 
 
 OJffi,00Jt 
 
 * terf 
 
 )0 J 
 
 OXSJt 
 
 R \t 
 
 t 
 
 ultw M ,** t ari % *oo * 
 
 ^.10 BMoe ol 
 
S.P.35. - 
 
 feort .;. J.u. \.v--a ..-.lor ;M'v|-, of tm mmgg^gm ^, : - | IBIMM UHi 
 
 *^ **** " "tv** * *v ** wv * 
 
 and Ue of ita Prant BMnMi n to ti Utoowfcl* .Jeowtary of ths U- 
 torior and the AdrlMVy Board of Qtglaacn of the ltoltd StatM Any. la 
 this report tte avorago flow of Almt^a (b^rtc m ertn A* 145 wlllioo 
 gallon* per dy, -ahlcTi m oomrnitcd frosn the diars <nrv taura 
 fh I0CXmte eiprlrwnt. As htt'tof>f shorn, tte actual straw 
 awta ehow a flotr of frow 12;> to 17# Nter than the loCont* MTV* for 
 depths owr the (Una. 3herefttP9, If w apply ffcotor 
 
 - of 
 
 167 Kdlllon gallons per day, 
 
 Youm very truly. 
 
 * 
 
 
 
 
, 
 
 ... 
 
 
 <% rat* 
 
 a.* mod* whswj 
 w tl t 
 
 
 ft wodb .- 
 
 
 

 .-* . *.. g& StSO 3>,i3, igr ?;.,aws* ai >. 
 
 nde Jan. 15, 1913, 12 J-.H., tqr y^tMpMBM ! P.?. 
 
 on Alaawdct Creak, at 3oaol Onu 
 
 ^ftnftiag > J..66, e> i*C*S, rr^ 
 
 In ft. i besUaUn 1.55, end* 1.35, aeaa 1.70. 
 Totftl Area 431.6 sq. ft* Ham Velocity 1.30. Dlaclsarco 562.8. 
 
 
 
 
 
 of ob- Itee 
 
 tlona ond lotions fltaoad 
 
 Xotiana loclty 
 
 Cto 
 
 Di.toJiige of chrjmol, 
 
 of 
 
 1U 
 
 0.0 
 
 U8 
 
 2.0 
 
 1 120 
 
 4.7 
 
 
 
 J30 
 
 
 J40 
 
 5.8 
 
 1*0 
 
 .4 
 
 160 
 
 M 
 
 170 
 
 e.o 
 
 aao 
 
 3.3 
 
 wo 
 
 3.1 
 
 100 
 
 It 
 
 no 
 
 2.T 
 
 
 
 1212 
 
 0.0 
 
 wr ion 
 
 .VI 
 
 
 a*i 
 
 10 .23 .58 79.9 
 
 UK 
 
 Section cable a*tttoda t 
 
 (tagi on 16 ft. 
 of .Jonol 
 
 at. 
 
 46.3 
 
 (38 
 
 I* 
 
 .43 1.05 U5.6 119.0 
 
 34 21 .38 2,05 102.0 203.1 
 
 . 
 
 
 1.30 60.7 79.0 
 
 v t* ar. 
 
.ti.? *r W ,fcC % t 
 
 . ,3te^wO afMMtt MO 
 
 U difelo:v rjoD 
 
 %^ 
 
 .: ' : ' )' 
 
 jffjttjjuaa < -* -*** **** 
 
 t*tft( wMtttf 
 
 " <""" - ^^ ^ ^-w,. 
 
 .^JBOtf ,<KM| * ^ - af >' lA 
 
 n %?* 
 
 Ai JMRXMK. iJUWWWV 
 
 O.tli 
 
 e ) ei) 
 
 ^ ' - 1 
 
 PP 
 
 1 
 
 n ***** ** 
 
 *> - OI u '** 
 
 | 
 
 . 
 
 - 
 
 6MB ojax IM , is * 
 
 x ** IP 
 
 o^f as. M t^ cos 
 
 tot on 
 
 0.0 
 
 
A.. 16. IDS. t. 9 M. *. S,30 !-.:.. * .C.*B*, n .!-.*., 
 
 I 
 
 
 tank, at cJonol am. 
 ia ft.: Iwetentec 1.65, *. 1.65, m 1.6S 
 
 ^. * ^^ A j*_^ * dMft ^tf A^j 
 
 ?otal area 442.5 an. ft. Seem Telocity 1.15. 
 
 fttrc 
 toltlal 
 
 point 
 
 111 
 
 3epth Tiae 
 of ob- in 
 
 D&pUl UWVUr 3O~ 
 tjLOXIS QQCv 
 
 0.0 
 
 Tlci- 
 Bvo~ ty per ..ia*fc , 
 ixitions ^Jeoflnd 
 
 %#tigM ft^e**S aypfK4 
 
 115 
 
 2.0 
 
 
 
 
 120 
 
 4*6 
 
 2*7 
 
 100 
 
 32 *ff. ; , ** 
 
 130 
 
 6.0 
 
 3.6 
 
 100 
 
 50 1*29 10 
 
 ' 140 
 
 5.7 
 
 3*4 
 
 100 
 
 52 1.24 10 
 
 150 
 
 5*3 
 
 3*1 
 
 100 
 
 52 1.24 10 
 
 160 
 
 4.9 
 
 2.9 
 
 100 
 
 .:r. 1.30 10 
 
 170 
 
 4*9 
 
 2.9 
 
 im 
 
 47 l.U 10 
 
 180 
 
 3.2 
 
 1.9 
 
 100 
 
 54 1*28 10 
 
 190 
 
 3.0 
 
 1.8 
 
 200 
 
 : i.* 10 
 
 DO 
 
 2.8 
 
 1.7 
 
 100 
 
 -1 1.U 
 
 210 
 
 2*6 
 
 1.6 
 
 100 
 
 
 U& 
 
 0,0 
 
 
 
 
 
 
 
 
 
 1 
 
 
 
 
 
 of 
 
 
 68.7 BUS 
 
 eo. 
 
 .? 7. 
 
 S9 59. 
 
 4.9 49. 
 
 4.9 49. 
 
 3.2 52* 
 
 8.0 30. 
 43.0 
 
 65.7 
 58.7 
 
 40.9 
 
 41.9 
 
 . 6CC8. 
 
 On ocBdi 
 of ohnmol 
 
 boat, 
 
 , .. -.- 
 
 Gee* at On 1*60 
 
 
 
 checfeod 
 
 Mtlom 130 aai 170 
 th ohtok ia O.K, 
 
 6 ?.i(U 
 
 OOTTOOt 
 M 4 F. B. 
 
 
 
 P. W. 
 

 
 ii f' 
 
 
 fe 
 
 - - if .-> 
 
 . 
 
 lo 
 
 
 f.OT 
 t.W 
 
 ,sn 
 
 ft 
 
 -i: 
 
 - 
 
 
 
 
 
 
 . 
 
 
 
 
 
 
 
 
 . 
 
 
 001 
 
 . 
 
 - 
 
 
 
 
 
 . 
 
 
 01 
 
 
 
 
 . 
 
 
 
 i*.I 
 
 
 00 
 
 x.s 
 
 . 
 
 CI 
 
 wux 
 
 
 
 - 
 
 ^ 
 
 01 
 
 JUC 
 
 i 
 
 ooc 
 
 . 
 
 . 
 
 01 
 
 . 
 
 
 
 t.x 
 
 
 
 
 
 
 W 
 
 
 
 *.! 
 
 
 001 
 
 t . " 
 
 
 
 
 
 
 a.i 
 
 , 
 
 3*0 
 
 
mde An. 16 t 3.5)13, bog. 0^0 ..:u and, 9 i-.2fc. ly ?.C*HeinaBi a4 
 ^**l JWil "**' J "** ^* 
 
 on AiUsaoUft 'irooic at .5unol .& 
 
 height to it. I b^Hmlne 2.56. and. 2.36. oaa W*. ttotw *. 6066. 
 
 Total aroa 1502.3 3<j. ft* a*m Velocity ,2fi. jiaohareo 1136.1* 
 
 I Cta coai~ 
 
 JHst. Dapfch 5la* Bfffolw tlon 01' 
 
 FMft of o V te ttons voloolty Siedharee win?. , *q 
 
 Initial Dp*h awrva- ;;eo- ROTO- poor --- ,.idth iieon Ara of ca^e, boat, cable 
 
 point tlcna ondfl Ittttons Second . ! 3ocnd Doptti aection 
 
 110 
 
 0.0 
 
 
 
 
 
 
 im 
 
 2.8 
 
 
 
 
 
 
 IW 
 
 
 32 
 
 12 
 
 *38 
 
 .92 
 
 
 120 
 
 5.4 
 
 
 
 
 
 
 ::.2o 
 
 
 60 
 
 38 
 
 .63 
 
 1*49 
 
 10 
 
 L30 
 
 6.8 g 
 
 
 
 
 
 
 tuD 
 
 rt 
 * 
 
 50 
 
 49 
 
 .98 
 
 2.26 
 
 10 
 
 LiO 
 
 6.5 [ 
 
 
 
 
 
 
 Mi 
 
 
 
 49 
 
 53 
 
 1.06 
 
 2.50 
 
 10 
 
 Ifli 
 
 6.1 
 
 
 
 
 
 
 m 
 
 *<-* 
 
 35 
 
 41 
 
 1.17 
 
 2.70 
 
 10 
 
 160 
 
 5.7 
 
 
 
 
 
 
 l*^j 
 
 
 37 
 
 47 
 
 1.27 
 
 2.93 
 
 10 
 
 170 
 
 5.7 
 
 
 
 
 
 
 17B 
 
 
 30 
 
 35 
 
 1.17 
 
 2*70 
 
 10 
 
 130 
 
 4*0 
 
 
 
 
 
 
 I3D 
 
 
 27 
 
 26 
 
 .96 
 
 2.23 
 
 10 
 
 190 
 
 3.0 
 
 
 
 
 
 
 195 
 
 
 45 
 
 46 
 
 1.02 
 
 2*36 
 
 10 
 
 200 
 
 3.6 
 
 
 
 
 
 
 206 
 
 
 41 
 
 35 
 
 .36 
 
 1.96 
 
 
 210 
 
 3*4 
 
 
 
 
 
 
 212 
 
 0*0 
 
 
 
 
 
 
 GAP on am* 
 
 2.26 
 - MJI 
 
 Bo 
 
 61. 90.9 me* and tie 
 16 ft. bench 
 6.5S 66.5 151.6 rtsUtmft 2.28. 
 
 6*5 63* 357.5 
 
 5*9 89. 359*4 
 
 5.7 67* 1*7.0 
 
 4.65 46.5 131. 
 
 3.9 39, 67*0 
 
 5.7 37. 37.5 
 
 34*4 76*1 
 
 0tt*3 UM.l 
 
. 
 
 .jcx 
 
 
 .... 
 
 _ 
 
 
 o 
 
 
 ta*y*t* 9** rft<* 
 
 
 : .-> 
 
 
 
 : : 
 
 -o * 
 
 
 
 :. 
 
 
 ? 
 
 
 
 - 
 . 
 
 , 
 . 
 
 
18, 1913, l*g* 2:55 P.M. & 3i30 r.H., by ?.C.Hrtnwm and ?. 
 
 In ft*: boglimine; 2.67, enl* .60, seaa 2.63. Hptor Bo. 6154. 
 Total sroa 552.1 B.> ft. SMUX velocity 2.73. Slschwrjje 1449.8. 
 
 On ocndl- 
 
 .:lnt. Dpth Tim Total Swx>l- /o- 3i- tion of riTMiMMlt, 
 
 fw of oV ia Aadwir tiona Kity imr0 wijd, eqtdpowt, 
 
 Initial Sapth wnw- 3eo- Jtovo- ; -ov pr WlAttl MMB Ana of 0^, boat, oablo 
 Point tions and* lutions Second Soocmd :x>rth Stction 
 
 110 
 
 C.O 
 
 
 
 
 
 
 
 113 
 
 31 
 
 
 
 
 
 
 
 125 
 
 
 1*8 
 
 50 
 
 .24- 
 
 .49 
 
 1.16 
 
 
 120 
 
 6.7 
 
 
 
 
 
 
 
 Iff 
 
 
 3.8 
 
 60 
 
 .39 
 
 .78 
 
 1.82 
 
 10 
 
 130 
 
 7.1 
 
 
 
 
 
 
 
 235 
 
 
 4.1 
 
 50 
 
 .53 
 
 1.06 
 
 2.45 
 
 10 
 
 uo 
 
 G.8 
 
 
 
 
 
 
 
 246 
 
 
 3.9 
 
 50 
 
 .61 
 
 1.22 
 
 2.81 
 
 10 
 
 150 
 
 6.4 
 
 
 
 
 
 
 10 
 
 155 
 
 
 3.7 
 
 50 
 
 .71 
 
 1.42 . 
 
 3.27 
 
 10 
 
 160 
 
 6.0 
 
 
 
 
 
 
 
 Ml 
 
 
 3.6 
 
 50 
 
 .71 
 
 1.42 
 
 3.27 
 
 10 
 
 170 
 
 6.0 
 
 
 
 
 
 
 
 175 
 
 
 3.0 
 
 50 
 
 .72 
 
 1.44 
 
 3.31 
 
 10 
 
 180 
 
 441 
 
 
 
 
 
 
 
 IBS 
 
 
 2.5 
 
 50 
 
 .75 
 
 1.60 
 
 3.48 
 
 10 
 
 ISO 
 
 4.1 
 
 
 
 
 
 
 
 195 
 
 
 2.4 
 
 50 
 
 .64 
 
 1.28 
 
 2*96 
 
 10 
 
 200 
 
 3.9 
 
 
 
 
 
 
 
 ^0:3 
 
 
 2*1 
 
 60 
 
 .54 
 
 1.01 
 
 2.60 
 
 
 210 
 
 3.7 
 
 
 
 
 
 
 
 212 
 
 0.0 
 
 
 
 
 
 
 
 __ 2*68 Mg. 
 
 35.4 .l ^.5: 
 
 Ol 
 
 64. 116.5 Int. 33 rwr. 42 
 
 6.6 66. 1H5.5 Int. 49 rwr. 40 
 
 6.2 62* 202.8 
 
 6.0 60. 196.2 1st. 61 r*r. 44^ MM. 
 
 6*15 51*6 170*4 
 
 4.2 42. 144.9 mt. 49 rvr. 9ft soc. 
 
 4.0 40. 110.0 
 
 41.7 104.2 int. 29 rr. MC. 
 
 532.1 1449.0 
 
 . .. 
 
. . ,ai .* ei* 
 
 ^^Pl^^*- A UA**4 W X* ^^W-^ ^w*^^WMA^% AMP 
 
 {.'*' 
 
 . ' : 
 
 8.2*K t**ft*kJQ .W.S t*lool* .883 foftff 
 
 ' -*4S jfl^^MI j*fK *rt 
 
 JMfllHPf' *<j v; 
 
 urn int m> s* 
 
 r; *. . m 
 
 W^ 
 
 a .?<! .i JB ox ts.r OB Mi 
 
 ,5> 9^.4 oi w^ x>.i" 08 I.A 
 
 .: ..._':.. OG S.a 
 ' 
 
 JP iH oi ts.8 . &*.i IT. T.e 
 
 4*ia t.aer jc- o.t TS.S' :- . iv. 
 
 w iNr &! A xc*% . oa <> 
 
 . . 31 aM oa.i 
 
 
 . 
 
 0. 4f 0^ . .! M. 
 
 AAt, 
 
 T.& OJC& 
 
 c.o 
 
Gape tfecorc/ 
 
 'e/~ 
 
 Creek &f Suno/ Dam. 
 
 of 
 
 D/AGftAM 
 


 
 
 
 SrCTfONL 
 
 '^^I^LAL 
 
 
 
 
 
 
 - - - - - _ 
 
 . _. - 
 
 
 
 i - . 
 
 .- 
 
 Zvfej 
 
 / Q.'Of) on frarns = fOl.33 \Ff>R+ 
 
 
 of^uno! Dam. - ZOL93 Fee 
 
 
k. C / 
 
 # Ve/oc/Jy o-f Aporooc-/? /sr 
 
 D/sc barge M.G.D. 
 
 0AM. 
 
 ?|t l/e/oc/ify ctf* cro^orocrc/; 
 cr 
 

 
 
14 DAY USE 
 
 RETURN TO DESK FROM WHICH BORROWED 
 
 LOAN DEPT. 
 
 This book is due on the last date stamped below, or 
 
 on the date to which renewed. 
 Renewed books are subject to immediate recall. 
 
 MAY 2 7 1 gbb 
 
 WY2 5'665 9.RC 
 
 tD 
 
 -12 AM 
 
 -^PM 
 
 slO)476B 
 
 General Library 
 
 University of California 
 
 Berkeley 
 
Makers 
 Syracuse, N. Y. 
 
 PT. W 21, 1908 
 
 518; 
 
 i it I 
 
 
 
 UNIVERSITY OF CALIFORNIA LIBRARY 
 
 V-- 1 - g K - v -- 2 
 
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