1944-1949

Item Metadata

Collection: Glover (Robert E.) Papers Author: Glover, Robert E. (Robert Ellsworth) Title: 1944-1949

Date: 1944-1949

File Name: WREG02702.pdf Date Transcribed: March 2021 Editors: T. Barker

Transcription Platform: Microsoft Word BEGIN TRANSCRIPTION

Service Writing Tablet 1944-1949 Transportation requests Ticket Travelers checks Bulletin 27 Notebook

Compilation - travel authorization Film

Camera - exposure meter Glasses case Ink - pen Lab report 155 Pencil Cohen IN 24152. Clunie Hotel. Imrie Boden. Martin Blote McGinness Howland Kidder Wemland Swan Wernock Tanner. Bryan. Morrison. Kadie.

3000 total 520 [illegible] 2000 in San Joaquin

0406 [plus] 520 [equals] 0992 [plus] 2230 [equals] 23.792 23 parts for

27. AF per fish

180000 AF for fish and ducks from Milleton. Folsom 250 ft3_{/sec for fish. 225 no AF per yr. wanted for fish}

and ducks. Res 1000000 AF.

Send copies of memos to Tanner Morrison. 824 ½ J. St. Mrs Corey 142 Librarian. [drawing] [computations] 122 911 122 122 244 257.42 Initial Trans 4600 Delta Mendota 2500 Contra Costa 350 2850 800 3650

Flow in San Joaquin 1000

Downstream below to central landing. Flow in Sacramento at Catonsville 5400/6400

Salinity at Catonsville 122 salinity at central landing (/22)(.2110)-25.7

450 [drawing]

DU 800 DM 2500 3650 300 4600 3350 1250 300 400 4600 5600 1250 6750 [Diagram] 344 033 1032 1032 11.352 1944 4000 [illegible] total San Joaquin 10.00 Sacramento 3000 Georgiana Slough 1200 Canal Slow 4000 Salinity at Collinsville 344

Control flood in San Joaquin 2200 Salinity at Central Landing

(344)(0.0327)= 11.3 Observed 10 Weinland Blote Warnock Glover Swain (1) 1 Snodgrass slough 2 “ “ 3 Sutters slough. 4 Steamboat slough.

5 Cannery

6 Sacramento at Cannery +/- 8000 ft3_{/sec. (Lockport).}

(2)

1 Tide gage at head of Georgiana slough 2 Georgiana slough of gage

3 Sacramento at Gage 4 Georgiana Slough at Gave

5 “ “ “

6 Slough design Audrus Island (3) 1 Andrus Island 2 Dyke at Andres 3 Isletons 4 Levees 5 Isleton

6 Georgiana Slough opposite Isleton (4)

1 Mokelumne

2 Georgiana Slough at Mokelumne 3 Georgiana slough at Tyler Island Bridge

4 “ “ US

5 3 mile slough

6 9 mile slough and [illegible] again (5)

1 Central Landing 2

3 4

5 Route through Isleton 6 Route through Isleton (6)

1 2

3 Tracy pumping plant 4

(7)

Delta Mendota Canal: San Joaquin at Mossdale San Joaquin at Old River

S = u2/c2T = 1.3225/(6400)(20) = 1.3225/128000 C=80 c2= 6400 r=20 U = 4600/(200)(20) = 1.15 1.15 1.15 575 115 115 1.3225 SL = (1.3225)(100000)/128000 = 1.0H v = C [square root of] rs

v2 _{= c}2 _rs S = v2_/c2r C2 = v2_/rs S = dy/dx [diagram] If s= dy/dx v= q/y r=y dy/dx = - q2_/c2 _{- 1/y}3 Y3_{dy/dx = q}2_/c2

5280 [plus] 18 [equals] 42240 [plus] 5280 [equals] 95040 115 [and] 115 [total] 575 [and] 115 [and] 115 [total] 1.3225 16 [and] 1.6 [total] 96 [plus] 1.6 [equals] 2.56

24 [and] 24 [total] 96 [and] 48 [total] 576

yo2=400 yo4=160,000 c2₌₆₄₀₀ 4q2_x/c2_yo4_{=95760/(1600)(1.6)=0.2250} 1.0000 [minus] .2250 [equals] 0.7750 (1 - 4q2_x/c2_y4_{) = 0.7750}

2_{[square root of] 0.7750 = 0.880} 2_{[square root of] 0.880 = 0.938}

By Integration y4_{/4 = - q}2_/c2 _{x + k} If y = yo when x=0 yo4/4 = k Y4 _{= yo}4 _{- 4q2/c2} If yo=20 c=80 B = 200 Q = 5600/200 = 24 (y/yo)4 = 1 - 4q2/c2yo4*x X=100000 ft (2)(0.938)=18.8 20-18.8 = 1.2 ft (1+x)2 _{= 1+2x+x2}

1+2x+x2 _{[and] 1+2x+x}2 _{[total] 1+2x+x2 [and] -2x+4x}2_+2x3 _{[and] +x}2_+2x3_{+x4 [total] 1+4x+6x}2_+4x3_+x4

(1-x)2 _{= 1-2x+x}2

1-2x+x2 _{[and] 1-2x+x}2 _{[total] 1-2x+x}2 _{[and] 2x+4x}2_-2x3 _{[and] +x}2_-2x3_+x4 _{[total] 1-4x+6x}2_-4x3_+x4

(1-x)2 _{= .775 = (1-0.225) = 1-2x+x}2

X~=0.225/2= 0.1125 0.225/4 = .05625

.5625 [and] .5625 [total] 28125 [and] 11250 [and] 33750 [and] 28175 [total] .31640625 0.75 [and] 0.75 [total] 375 [and] 525 [total] .5625

N4 _{= (1-4x+6x}2_-4x3_+x4)

To a first approximation 0.775 = 1-4x

4x = .225 x=0.05625 (20)(0.05625)=1.125 ft. (a+b)4 _{= a}4_+4ab+6a2_b2_+4ab3_+b4

a2_+9ab+b2

a4_+2a3_b+a2_b2

+-2a3_b+4a2_b2_+2ab3

+a2_b2_+2ab3_+b4

A4_+4a3_b+6a2_b2_+4ab3_+b4

(a-b)4 _=a4_-4a3_b+6a2_b2_-4ab3_+b4

0.775=a4_-4a3_b

If a= 0.9 a2=.81 a3=.729 a4=.6561

-b = .775-a4/4a3 = .775-.6561/4*.729 = .1189/2.916 Laundry 3 pr sox 2HdK 3 shirts 1 Bvd

0.85 [and] 0.85 [total] 425 [and] 680 [total] .7225 [and] 85 [total] 36125 [and] 43800 [total] .474125 [and] 85 [total] 23705 [and] 37928 [total] .402985

.7750 [and] .6561 [total] .1189 .729 [multiplied by] 4 [equals] 2.916

2916 [divided into] .11890 [and] 11664 [total] 22600 [and] 2188 [and] 4071 0.9000 [plus] 0.0407 [equals] [positive] 0.9407

Boston Christian 5/2/49

1 Georgiana levies to be raised for flood protection 2 Facilitation needed to keep floods out of Delta

3 1500 of clearance needed south of Isleton

4 20000 C.F.S. down Georgiana during floods if Georgiana is cloud of levies must be raised on the Sacramento side. There would be reflections from the grand island people.

5 No army project at mouth of Mokelumne 6 Probably 9 ft/sec max felicity on outgoing tide

7 no trouble with sedimentation Georgiana probably travel with sediment new channel if it is large 1 As needed to build levies. Probably 200 wide now approximately as now.

2 Depends on appropriations (work next year on repairs of [illegible] done next year. 3 Economic question to be decided on basis of cast. (army not economy)

[diagram]

1 What section in Georgiana slough 2 when completed

3 is structure needed for flood protection 4 what slope on levies on water side

5 what is affection land to raise water again levels (same objection from land owners) 75 [and] 15 [total] 375 [and] 75 [total] 1125

225 [and] .015 [total] 1125 [and] 225 [total] 3.375 1947 Sept 1 Sacramento +5510 San Joaquin +569 Mokelumne +56 Dry Creek 0 Consumers 0 Dolores 0 Total +6135 Contra Costa -50 Delta Uplands -497 Total -547 Net-Flow Past Collinsville 5588 Salinity at Collinsville 175 San Joaquin +569 Mokelumne +56 Georgiana +1800 -547 Flow in river

San Joaquin channel +1878

Completed salinity at central landing (0.055)(175) = 9.6

Observed salinity at Collinsville 1 ½ hr after high Aug 28, 1947 380. High tide

Corresponding mean 225 Salinity

Observed salinity at central landing. 19 1 ½ hr after high high corresponding mean 8. With consumptive use 3000 ft3_/sec.

Flow pest Collinsville 5588-3000=2588 ft3_/sec

Salinity at Collinsville 620

Flow in lower San Joaquin channel. 1878-⅔(3000)= -122 Salinity at central lag 620

[diagram]

(4300)(200)+(300)(600)/4600 = 226 860000 [plus] 180000 [equals] 1040000

104000 [divided by] 4600 [plus] 9200 [equals] 12000 [plus] 9200 [equals] 28000 [plus] 27600 270 [minus] 226 [equals] 44

8785 [plus] 1500 [equals] 10285

44 [divided by] 1.8 [plus] 36 [equals] 80 [minus] 72 [equals] 8 2400 [plus] 1465 [equals] 3865

[negative] 5750 [plus] 3865 [equals] [negative] 1885

2200 [plus] 715 [plus] 5535 [equals] 8450 [plus] 5750 [equals] 2700 1885 [plus] 2700 [equals] 4585

2400 [plus] 4585 [equals] 6985

1465 [plus] 10285 [equals] 11750 [plus] 5750 [equals] 6000 150 [plus] 17 [equals] 1050 [plus] 150 [equals] 2550 5750 [plus] 715 [equals] 6465 [plus] 5750 [equals] 12215

[plus] 5750 [minus] 715 [equals] 5035 [plus] 6000 [equals] 11035 10285 [minus] 6985 [equals] 3300

2200 [plus] 715 [equals] 2915

[negative] 5750 [plus] 2915 [equals] 2835 [plus] 2700 [equals] 5535 [plus] 2200 [equals] 7735 [positive] 1750 [minus] 5750 [equals] 6000

[negative] 5750 [plus] 2550 [equals] 3200 [minus] 2700 [equals] 5900 [plus] 2250 [equals] 8150 11450 [plus] 8150 [equals] 3300

(4300)(120)-(300)(300)/4600= 181. 180000 [plus] 516000 [equals] 696000 (120)(1.35)=162.