• -7: 7" .i'-‘111111111W1111•Pwror...----.
U. S. Department
of Commerce
WEATHER BUFtF AU45/
....weruswes.t.t...00.rormostam,-4 owshai, AGRICULTURAL COLLEGE, COOPERATIVE OBSERVER, FORT COLLINS, COLOnADO.\--der ic
fee.PENALTY FOR PRIVATE Us5,4 AVOIty PAYMENT OF POSTA(' $300.
•
COLORADO RIVER WATER FORECAST COMMITTEE
April 16, 1945
9:00 A.M. to 5:00 P.M.
MORNING SESSION
The meeting was called to order and presided over
by the Chairman, Mr. Ralph L. Parshall, Senior Irrigation
Engineer, Division of Irrigation, S.C.S., Fort Collins,
Colorado.
(Verbatim Record Follows)
Chairman: Come to order please, gentlemen. As was
announced in our Wain program, we have a number of subjects
for consideration. Therefore, it is best that we get under
way as quickly gas possible after nine o'clock, in order that
we may haveAtime to cover the assigned subjects. This is our
first meeting of the Colorado River Water Forecast Committee.
It has been a yew great pleasure on my part to organize this
s
94***aft:fy I'm ft, Witco, f°
e
meeting and Me
very fine response to
ear
letters sent out ta
#
A
+11A e
I A y,
movidde participation in the program isovery gratifying, -az
yee.knew.
1
After,-41erles-tring—the-yery-great, importance of snow and
Iffej-joarl
e-thaying-presented-irr -a few- minutes a paper by Dr.
:
J.
G. WiIm, vb.° is the Senior Silvieulturist of-the U. S.
_orest ,and Range Experiment-atation of Colorado State College.
This paper has to do with the effect of water runoff, as
yen A.44_,
,.e-0-14A,LLmt,
2
•
•
/1100:
,
A 4%
After I;_-
Ze
the statement on the back of the
pro-gram, I thought I was a little conservative in my estimate
that at least seventy-five per cent of the water in this
stream is directly from snow. In reading Dr. Wilm's paper,
I found that he had crowded that estimate up to ninety per
CO
s
-r cipvvi „\145-.440.4.
cen
Jitiniontliallikr that all of us actually ieaz and
ap-preciate what the snow means to the prosperity of our Western
C010P0.A.0
cmAt
country. We can well imagine that if
nib
the riverwere to
+
be ceo(f.'eht,41 44.
sue., ii ck ,
i
it would bgnnay-thea to realize the seriousness of
Wi19111Tisgoeb
ar-ftg- ,VMed7lity=tht- atpr.
,
hat ai---thpis
de--Ole met-41,0'4
s
rom. Co*V#14
CA 414+fie
pends upon gm,
wemttaMenalftsiggimmrt importance °fling...Ms
/\
meetingssuch as this, where we can
.u6kmovel discuss 4mmissimom1ra.
fe
late&
tkiith
hbrac
of
.45ctri
AWAR these various problems games* a better understanding of
a
what we are trying to do
)
perhaps, we-eaft-ffbach.
rech;liA
the point where
tk,'111 t,c,/‘.te
Yoe•t,„1,
te ie
we
-:.
-
-blems solved.
•101--01,
01
For the prosperity of the West, these problems concern
Diterirciated phase
,
s
our Committee. They have a number of phases --,
from
tUe-stanti-fo
a
VI ern
I wo. to 1441
;
economicengineering;
meteorology; forestrytirrlgationt) agriculture land many other id:01W
c vap
bort
;3 tt r' fibq r1
We are concerned from tile economic s
tandpointimilk 4147
planning
c44studying the water supply. From the irrigation
standpoint our prime purpose is to forecast
Or to predict the
water supply. For agriculture, we must predict sufficiently
in advance of the season to permiAhe best=r
igignprograms
er\
for the farmers. Then, we have the relation of snow and water
from the engineering standpoint; the construction of great
works, the protection of those works, and of course, the
114 44,t1 5/14, 0124 C
4,4
"
I
"I_J--e-J_ • "-a" 01,14.4 *EL
2,44a44it_el_
,
„zucs_vt,i.14
. cAr-ar-4.0.(6)
-tArb"-e-q, (-60-4A FO't.g ek/it3
•
and irrigation supplies.
("\424 "4":*
m teorglogy
From the
stand-ct
point of irrigation,,yezmint the dependence of water supplies
for irrigating
r*.
agricultural
c'm
e.mt,t fyel.-4114. -Ata ell
From the theoretical
crop production and its related
' 43 t.A.rt,
...•...----,
-
,
,....,D 6
row,* ,f,vi4
we have cons
iderationvt
o;uni
l
lit
t
h,
6
b)vvki
iti these different fields.
So now, this morning, we are concerned with all these
various subjects which we have indicated in the program. If
4-MAJ. crt 'CI 4.
you have not received a program, yeu—slae,
'
'4
1114---eome-4o—the---clesk
t,< t ct
t-ohe. Before I forget it, I would like to mention
4h (
I am very pleased to find so many present at
A
our first endeavalit.
• I 0/2=4:
4A.4411
1
We are most gratef
to you for the assistance
-Ca
la
this program,and for all the work entailed in preparing the
papers
I now wish to introduce Mr. W. W. McLaughlin, Chief of
e
14
the Division of Irrigation,
,sit Berkeley, California -
. Mr.
McLaughlin's subject is the Objective and Scope of the Snow
Survey Program. Mr. McLaughlin.
Mr. McLaughlin: Mr. Chairman, and gentlemen. I
re-ceived notice a couple of days ago that I was on this program.
Between fighting for reservations - hotel, railroad and others
law% 6k. Vcel.- cx*
WO
trying to think of a few things I might say4 it has been
ao.n.
rather a difficult task. I mat quite pleased that the length
‘11
of my time 40611 been cut into because of starting late. That
4
•
This is the question of snow surveying and
forecast-ing of water supplies. Possibly we had better define what we
mean by snow surveying. It is, in fact, the measurement of
the water stored in the mountains in the form of snow and ice.
44am.41.
When we realize that snow may plaUh a density 004811114ammemmt,
to thirty-fiv or forty per cent, we can see why the Department
CA .14
felt a need
a measure
which we can rely. For
that reason, we defined the water content.
We use these data for the purpose of forecasting the
Jor.
runoff, or
GOVyield, of water that we can expect from that
snow. We do not attempt to predict the spring
or the
.4,11
we assume
summer rainfall. In forecasting the summer
we will experience a normal season. Now, what a normal season
is, you know as well as I, and none of us understands it
perfect-ly. When I think of this forecas ing, I am put in mind of the
physician and our relation to him. When we are well and
feel-ing fine, we don't care where he is or what he's dofeel-ing. So it
is with water supply. When we have years of drought, or years
CA !'4-.
or flood, our telephone rings continuouslyori4h people wanting
*4Jak.
I\
to know 4MM* the water outlook
.)
None of us, I'm sure, will forget Pearl Harbor - how
itt.“
cvA
d co-..6(,„4
the surprise attack of the Japs las our fleet essmposo the
emis-saries of peace were in Washington talking peace. The attack
was a surprise and we were totally unprepared; caught
flat-footed, without forewarning of the attack. We,didn't know
what to expect next.
tA4tPusi--40 LAPe /4^'Ytkv.I.i.t t r L144.
AW04 the way the war came, so4hoMs,MMMOMMOw the element
5.
•
•
who may have come from the intermountain country,
or areas
other than California, will recall the drought of 1934 and
-CA)
1936
the most serious drought inthe history of man in
1‹m
prtatAA,Z31.4ter.,„ vvet
.
,
'34,this country.
illnet
drought extended- pretty well up to 1940.
A
There were about three-fourths of a million head of livestock
shipped out of the
of North Dakota during timbals* drought
41134
year because there was no pasture and the hay stacks had
dis-A
ki
'1 A.
1
1414
appeared. Here again we
a the element of surprise)
&wit-6a LA-IvivoiatAciLlIVA.A4 4
thAtte:Ietnent,,a.,Ampreparedti
This occurred pretty much all over the United States,
with the exception of one or,.tw9 states. Utah, for instance,
had no,surveyikand three months before the drought occurred,
the Governor of Utah called a conference, at which Dean Clyde,
and I and many others were present. Committees were set up to
form a campaign of defense and one of offense to combat the
effects of the drought in the Southwest Pacific.
We weren't going to "make" rain. We didn't think of
that. We were going to tap the heretofore unused or
undevelop-ed supplies of water. Dean Clyde and I and others there fought
the battle, when it was proposed that the Governor declare an
emergency and take over all the water supplies of the State.
That was done 11600041 and the water was distributed. What water
there
In Utah, we had warning of what was to come.
defense- we e not
was, we distributed for family planting and
sustenance.We
Anaproms*74. tA--,
-1H44.4‘
caught entirely unprepared. Aom-A_
States they were not prepared and thay'suffeied greatly.
In many
nvvi
In connection with
agriculture, LUthe planting of
.90ittcei
crops, the knowledge of the Water supply that is to prevail
6
•
•
during the coming year will indicate to us what proportion of
earlymm.40110Mg and late-maturing crops can,be matured with the
water that will be available,A This will result in a saving of
money expended for seed, as well as for labor. The bank
ac-count of the farmer will experience a saving when we have this
prewarning.O-LemAN
Now, to summarize very briefly what has been said:
We had, in the case of Pearl Harbor, the element of surprise
Pl-art4"..
no forewarning. In the cas of Utah,
-temaisirmegieepit, we had
warning. Te prepared a defense and the damage was much less
tAw14
than it would have otherwisebeern. In the case of Pearl
Har-bor it was almost a killing blow to our fleet. Two years ago
this spring, our snow surveys in Idaho indicated that the Boise
a.
/A411_
Valley was in for flood. The prospects indicated.thiet hazard
A
very pronouncedly. The Governor called a group together and
prepared a defense:defining the river channels. toftlaway,
(x.„t,
.e.,0164. Otit4
,..,,
o4A7.4.4.
J
b
the flood came and the defense that was prepared help
4
4-f-w'
.#110-14* fighowi&
'the...41anatike-rfTentz-running4tdrols., Here again, we had warning. 7e
01
knew what to expect. We knew the enemy's tricks and we knew
e
when
IL
would strike.
uJu
I think I can say that the objective of snow surveys
ertr.-K 4Av t14440oppleimmeato: (1) A pre-knowledge of
mar
2) an opportunity to prepare a defense
against that; (3) 4011 an indication of time:6 <in
fore-Ltr1-7 LLwt..4,
important to som,414WWW agri- L
tAAA.114
4.4044-4,RA*tc,44f.JaAv4
culture, forestry, imaustry,Amileim.610AMMigerdiag, the fisherman,
the duck hunter, the
camper 5444466' everyone vt,:-.mm
who uses
/ 4044
water. I think that takeet in all of us.
A
L
'OWAAjil 640-44Retalve.casting our water supplies,
<=c
•
•
ILg ir
4
Los Angeles amby is vitally interested in these snow
j..‘
surveys'l= vitally interested in what to expect in the way of
,
vvo
water. Likewise the ower companies
..v
41*Wrilort-water..'
Cooten"....evir,„4" e!..4-06,A J'et-tork CA-,4
terestps.maie-vitakar-eoncerne4044a0tbem;out-c,
Aoto eCt.:44exteA„,".,
)
In the Portland area a couple of years ago, the outlook
4AI:rut el+.
was for a very dry year. The power companies put:4n half a
aart
k/ 21
others wanted to rtg4-41*4
million dollars worth of coal for their standby plants. Our
6°14-4
prediction
A
wasnot entirely .correct.A AMMEd a lot of rain in
4.016.1
„„..t,„„,c,
'444,444:orts.141 cpyvtI LA,
c. (y-t.
the spring.
c.•-.1.464.10
A'\42. Afte.4
lq
year
.
-t
ziNA 4-,16- --4-±A-Pv'AACtI3 tLñJ.However, the companies told us that they would rather have had
that coal in storage and not need it, than to have not had it
and then need it. iike-client,t-know-whart-the-rainfall would be%
I think you might be interested in a brief picture
Lotyjk
of the accomplishments
of our snow survey's, in the West. In
1935, the Federal Congress provided for snow surveying and
irrigation water supply forecasting. That duty was assigned
L.415,
to the Division of Irrigation,"Department of Agriculture. -We
(044
were directed to coordinate the snow surveys in
,the West di to
.-61rtz,4L, L!rcrl- 41.44Attt-41 •-rv-al" di7E0'-"Vi
but not to take-care.logolgthe
,
memktko
f
LeV.C.'1,/tria
Our policy is to be helpful to the States and not to
supersede them in any way. As a result,-In-thet-the
rtj-tkji,44
.
•Ltek.A4VVL4J4J ALtt<1..“ AegiciA.4, 4jL A cx,ut t4AL,the--p&otr--eecsesr-41ae-wosk-laae-Aaeerrf-iaed.. It is
inter-changeable, not only in this country, but with Canada as
"d-Z4ILA--+‘""4:114. 01.4"4,-1 tth:41- p,ot /at e_tiet
twelve wo_limatimitim fifteen thousand individual snow
measurements mademmilw
.)\
41V14 "LP #4.41‘,VrikA•A41 ,t41.4frite:
about a thousand people
ell.
itAiuet, cuLtAit CA.,40"44,
8
cta
about twenty-seven, etc.
(il=e are interested in his
aoc1 1 LLD La% "vvt-e-tzt(2._ .tx\1A-4.4;Ave. &1:44 a"4 t"4" '444
work
imAimasolootie.
(
-Instead
pecr9as-CCAA.
e 4.-tAnekking, the number of cooperators tt increasing.
tr3fAx--We do not have,
:imst,
nor
/L.
1,4a ty.t.tL
do we have all of the equipment we need., We are fighting
Ltei4
for a release of aluminum. We are buying snowmobiles,- tractor
ttairk,41.1. 45,1
and airplane typeS-
)
.
id.t4.0.
4,
ekL.+Lah.
helpsbecause it
asktt. reducesthe labOr and time required. We
•
assisting in making these mqasurements,eme,144,,,t. This
pro-gram is highly cooperative. ,There are probably from one
hun-,ireLra...4,,,--
-t
dred to one hundred and twe t
ive agencies
.-*
atiOn-me twenty
-ei ht; in Oregon,
tAtekp
en- hts. In Colorado there are
CA.".
Lem\
%.) 144141041.t L41,444.44 wA^AL A A a effixtio 44.4-144-4mi .44/-4k
-beetepAmete
'Progress and na.will make still more
gaftEssw.
We
ver
1,1_421,L,
,d..4b.
,
:ifr,aktiki_tleck.,GA-A-**ti
ma...tell the peoPie in Western Canada, in these Western United
States and on down to Mexico, about what water they will have
during the ensuing year for irrigation and other purposes.
There is much research work tha .needs to be done.
tk
‘
d( '
Just taking a measurement of the snowA d water content is
easy, but when you get to forecasting the amount of runoff
that will occur and the many other underlying factors that
will change the amount of runoff, you realize the problem is
044
1r-AltiNA4.-45
not so simple.A at is the condition of the earth mantle
on the watershed? Hg
deep is it? Haw wet or dry is it?
ii,--
a6i,A.A,t,
el.4.,--vv-, SeA.4 ,,veue.R.,S 7•0_,"e1.4rtArt104t" 41C- *IAA'
Li transportation how much witim-is going to be held? What
.421,01-414 '"ILLI CAPY1 ekrt:4"04 04A,Pi.;,04
.66evt.:4AtAAA
Index is the snowiAor spring
ern
It
the watershed?
Take the Humboldt River.
silirin IIIMMOWNIAMit
Nevada
,,
.
9
•
•
3
,14.7(.4.44.44-rather broad, flat valley and has an immense amount
ofkstor-age. We have here the question of how long does 14 take that
/-4,4,c1404.".2,
abt
water to drain out.
II
din ibettsaaatioem-ereeemetroftevenifereg.
tut
kmwe volcanic areas wh re we vise the snowfall cf two years agoAwAtA4
v.11
tANg ,A...-44„
ctX.4.44N 'e ,-,, i ,,, ' -,,,---3
Mis water contett,'t
of one year ago and that of ti
yee 1 cuic*Kik
forecasting the water supply of this year. There are a lot
\-4
,
et. sto
,
—
A4LAof caverns in the lava and it takes Isci;
—"
Adme for that water to
A.
drain out
its) 1.4
.
4-4)
'"
44-,,,,, 1-4-1
"6"
-k
s'il'r"aa 644#41j* iGtetos t% ir"ti' ii-4.4.0 41,1010,,^^^t :14,00011041-LotkoteM 7..1,1Arid0
There
aaell-werk;-we..peed. Aimbereibbett ,..4.
:
as soon as thingSquiet down, we will be able to get laba=kt.'
The scope of our wo t
r:17-the entire West.
We have now pretty
well established the snow courpes on the major streams, and on
tock""
A
streams. Wisminfe ult1mately-4p take in the minor
c.0
4
0 t,
Ao4-0-11/141 LAild
streams,
VIIMMOWIft agriculture and industry.
I have attempted only to give you a brief outline of
the scope of our snow survey work. If there are no questions,
that is all I have to eay
**1L44t46c-,
Chairman: Our next subject has to do with the urgency
of irrigation water supply forecasts. The reason for choosing
this was to let you know that very shortly after the first of
January we began to get letters and calls wanting to know what
the water supply is going to be for the coming season. That
is prior to any of our snow surveys. For some time back, I
b4,1
have been tdgg to find the correlation between the amount
of water that comes down from the mountains in the fall, and
A
the amount of water that might be expected the following
sum-mer.
In mentioning this subject to many of my friends, I
haven't been very much encouraged. Mapie they think that
the secondary
10
anyone who
Awould. set up a relation puch as t,
might not be
0•\2evi aat oCko, 4t---,
-u---trt.„*.t.iv-D
bgti
(AAA.
r
altogether.
I think that there is something to Mt
,
.
tiom).014
:A
tkAAJA7 14.AL(Awu
!
it is not
ammo...6n on hundred per cent.cLOti ;
intended for the purpose of
Ihe trendot LL42A
5N4
0A
i "Wfus4 4/4 i.4.
ti A .
&A*44.urA-L
N"4174r--6 see
behind the curtain we would be in
.i."0:4•411eV1"tdea'eli
1.74±"`""...IL0
`1•A"..04 4-AAIL C-1344'414/
440,4A-Pl.,14*-4
,
L.ct
4.Aevittorriste,
":41 ‘1041
-41
"
44°
rti.4 4:11
,1
bket
--4z_c
0L.1.7 IF_
D
CLAAJ°Ke•t-e
UOLA,
,
1
-a
fu&4f‘d
t,t,Lbe
CittelCA-A
A:Wn.e11 cLL
C-qQL
1/2- 1 47.*Le LAA--e2
4.7
)
.)
+54„L,
ot.r4tec4
have worked with a number of streams in COlOraClU evviii
*L4 1•••:••,etdJw
Some of tima were to my way of thinking, more or less sign
(1
A.A.AL biLA, vselaaWt--4•
vt.
fic
ant
A *Iiiia.awastssawsoricymakes.ssitediewiroloo4.41tearreitvietn
ortAikkIA,
k-g.
"krC't'S C.4"%..titkA"LaW) penta"nes.A.N.G,4I want to immust to you this morning kmObswilemmitib.the Animas
River iniaouthwestern Colorado,A,tributary to the San Juan,
_JtAchs_in tams_ls.the main tributary of the Colorado River.
IMMO
<9". i:QAA --wtAA
1.
.btLcsi
ava-,44_ett, (?..4.t)-4--u -0
41
4ft.c
#
I
ir
totia4eza
/c?.27 t41744 v%441AA
o‘mtLern
t4,14,4 4.-ati,44ztat ‘-4471- 41‘4.
4
4,v04R4.444.
ft
-L1-.
4) u-ta-viALt cio2 bezka tt
4
Vtit
I
/1evt-a-w4d0
GEGLub
1 144,-1)e44
,
444. Ana ho-Lti-A
,
141-4A)
0
.6
44(zsAikAAAA
6
alttit.eA.vt ey.
)
/4.(4
,
%-14 4/s
vz
t4to4.14
rfLia..
2.42.
ut)-1..e. 4,4
svvt
..Lir .64n.
Ve
GA;a1 ct
6 • j 1°Sot.toiLPt2 CAPVLStAI
(ytl.:t .•f;
-
L*eN A A
•
In this
parti-cular case, it just happens to work out very nicely and is
suf-ficiently close to show you what we have been able to do for
this one stream.
t
iseatAA
otAiLfrwt.A.4
4,e, -atm
1.1st:74. eot
444.12 AA4_0-6
ra
00Vvy 46.4 C.4,r1 .0.4AAii/114-4/ oe-414.tfL4110t04/. 1
CA.
'CraCk" 4 Vek •°*"4.."4Z °Vet(P ,CO
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Are there any questions or discussions?
Mr. Donald M. Baker: (Consulting Engineer, 108 West
Sixth Street, Los Angeles) You mentioned the fact that there k..tms
Ara
very decided deviation during the 1 30s. That was a dry
period.
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Dean Clyde: (Will dictate his remarks and forward
copy to the Chairman.)
Mr. McLaughlin: What proportion of the deviations
I*
t6Are
greater, and what per
cent leeless, than the forecasts?
Dean Clyde: As I scan through this, I see that most
of our forecasts have been less than the actual. I think it
15
+A:vs/L-1 , /\1252.itivvi
are apt to get.
"4.4A to,+.44.4. tiet
-err..LA4
b •
Mr. McLaughlin: Asgumla,mokim4.41MPICOMmmantabg on
normal stream flow would indicate normal precipitationpas
caused most of the disturbance.
Dean Clyde: That's right.
4
bstvAAV
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Dean Clyde: (Reads Dr. Wilm's paper)
-()"
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A•grt414/445 RtiPt ,L&
distinguished gentleman with us
today. He has traveled for six weeks by boat to get here. I
take pleasure in introducing Mr. William J. Jenkins, Director
of Agriculture,* Bombay Province, India.
Mr. Jenkins: Gentlemen: I am very appreciative of
the privilege of attending this meeting. I didn't expect
to
get down to thlngs so quickly. There haven't been any very
'
great snow% down in our country -2.4.A.m4A.c.A.-441.
AI
was particularly interested in the imilt paper,la
.41140116. re have a ye/4 large tract of forest and we have the
LA)L-1,
erosion problemAiii is becoming a very serious one.. In o
ck4liAruted. 0,%-tek. ta.A.LLA
forests there is a certain amount of eubtiztaiiWevery
three
to
eolntAta",
104.
hp five years -40V about thirty years and then is allowed to
revert back to the natural yields. Some have associated the
erosion with these small patches of cultivation. I would like
to know if there is a dense undergrowth*Vvlikx
itan. LA3 fl-t"""'
Pc446.4" r
Mr. George H. Cecil: (Conservation Department, Los
Angeles Chamber of Commerce.) I can answer that. No, there
isn't a dense undergrowth.
(frA.4411-421,
Mr. Jenkins: I can't say anything more. I'm rather
out of my realm. I would just like to say again that I am
very glad to be here, and I hope I will be allowed to continue
to sit in on this meeting.
Chairman: We are most happy t have you 4th us Mr.
t-NuAs...
ck
Jenkins trometide before we adjo
4.414,11%,Cevi e.?
40 ave
in mind,
oviA
1A4 CL441. C.We44
-inotUaL14.
AOMOMME somet
eb".001(04~
u
iatazzialikaiolimarbie time out
dtt4
c
rn,
redo. like to discuss
(44
14°64's
forecaAing for 1945.
Since
if,..4h,
3 t-o
A,,,Ai.A.17tt'Ag00,14,:tre.,.. 11
forecasting committee
41604Am. -‘4-‘4-4..r.v:i
7Y1-0.4-0/114,0,%
his afternoon, We are 440mildin along nicely,
tv.4,4.0 ,41-4A 1.2rt4,4
or a recess. (Ten-minute recess)
1-0Alt
GUOI
Chairman: Come to order pleasei4ent1emen;" Our time
_
has been spent so far this morning in gettin4the idea of
fore-casting for irrigatiom in mind
We will now divert our
attent-ion to the matter of power. We have asked Mr. W. A. Lang, Engineer,
of-fitjtSe,
*aft Southern California Edison Company to present this subject
ta,
ift=the relation of the 1945 runoff in the Colorado Riverto power
planning. Mr. Lang's remarks will be followed by a discussion
by Mr. H. A. Lott, Southern
Cozzens, Los Angeles Bureau
stead of Mr. Jones.
Mr. Lazy: (Reads - no record made by reporter.)
Mr. Bradley Cozzens: (Reads - no record made by reporter.)
California Edison, and Mr. Bradley
of Power and Light/twill speak
in-Chairman: Those in snow and water survey work are always
looking for problems. Wben precipitation occurs in agreement,
,1*.w.,sw just woadaalmirithat-1100Mismewthere. There appears to be
010t. tt4ittrvy
quite a bit to
of finding out how much water is
going to be available to turn the wheels of industry.
Mr. H. A. Lott: After the paper by Mr. Lang and the
discussion by Mr. Cozzens, you may know that there isn't much
left for me to say. I thought you might be interested in the
rest of the Pacific Southwest, which includes most of California,
Colorado, Utah, Arizona and New Mexico. Kilowatt-hours
generat-ed in that area in a year's time have shown a remarkable advance
y 4e3 fai
in California. During the pastoes
11
1941, 1942, 1943 and 1944,
petwAgIvfrAc
roLAL4,L4A-4,0404tAta-tAptvitm.,4444,
,
Boulder4variestilliiiia poor water
yeariRMamiiiiNNOWOW---flgivir ditw
about four and one-half billion killowatt-hours,
good year
Nthenowyoulzsva,
about six and one-half billion. In a good year,
there is some additional water spilled. T
Vit-t41"1-44-or a good water year istir
to the West's
util-e problutil-em of a poor
For instanceAa a goodAmmilmommr, all the utilities
using hydroelectric
hydroelectric means for generating power, a e still
requir-ities.
, •
A
ook.
ed to use about six or seven4diddit barrels of oils litsallinat; in
tYvt-i_f
a normal year, about thirteelletilliftweliallii ore, required,
tlAkt
totet.
and in a dry year it takes approximately nineteen MOM=
barrels..
e4v4bork*itv
So, the problem of weather is important. It is4*mpor4ant to know
if we will have a dry year or a wet one. If the latter is the
case, then how much:
44,1°
In Mr. Lang's paper the difference between figures which
L.44° 2,4frs-v44
11i
are given for the minimum and maxiMum which might be expected in
I ja
vytr
olived
44.244,
the Colorados
to,Lace Mead were, in round figures, about
six million barrels of fuel oil
six million acre feet,t,
to displace that. jraterkotatirt
t(2/Li.,..scz.
six million barrels of fuel oil
could be divided between several utilities oolisminall Now,
dur-ing the war period, the fuel oil situation is critical. We will
still have it after the war
The electric and water
people are the oil companies' best customers, but they would
probably tell you that the utilities are the most
unsatisfact-L.
ory customers.benause their demand is not uniform.citcA"
cev,
As Westerners, we are all quite optimistic and,
pos-sibly, a little inclined to disregard some of the warnings f,
tioo
that have comeA uring the war period,;%midist so many of our
evn
/1A-air"ko.r.4.11.
4
A
IN"L"Cjr:tsvelAtOtivtd— /(.1)^4c
may beritical4tfter the war. If that is the case, we
1 9
will still have to program our fuel
quite effect1vely.6.-A- .000.0°'
2-eArK0471044-C,
4100=51hammar. The knowledge of water resources is going to
TeiA-4..1.„,r4t/v:^
(az a
Ilb
uitp an aid 1n :t
g.
4J2, ifie-tot."-44L . *p0,444M ettoh044 °OM fk, •
I jotted down a thing that might occur in the future
C4LAA..
of forecasting, when forecasts,assea be made ten per cent
ac-e‘
curate. Out of a ten million agre,:.
:
,
f
,
tItA yeig, the error might
at. ek 14446 ,
be one million acre-feet
A
Aillat would generate four hundred/m.00-4.4Am"
d4
kilowatt-hours,, posediegragar That would not be so much
or so bad a problem al qix millio barrels of oil.
(AAA"
1.40 4,(1
67
)-&-&0.
I
1i1
contributing,
alemmimil to your snow survey conference. I am sure that so far
as the Southern California Edison Company and I are concerned,
we wish you every success in the cause we are so vitally
in-Ov00.44.404A.0.441,0f
terestedjew We needle forebast of the Colorado River runoff
that approximates that in California. We know your problem is
broader because
because in California we get our flow
rain*
Mr. Bertram 8, Barnes: (Regional Engineer, 6th Region,
U. S. Weather Bureau) Mr. Lang brought up the question of
cor-relating records of runoff. I believe that is now being
undertaken in our Kansas City Office. The last I heard, they
were sending for all the records of the Lower Colorado River.
They are making a correlation of the type practiced in the
Bureau.
We have, for the past two years, made special
fore-casts for the Bureau of Reclamation for the Sacramento River.
These were on a somewhat similar procedure, but a more
per-manent one. Our correlations are mostly graphical, but
through-out, experimentally.
means, when we
attempt4a.corre-lation, that we run into some terrific figures. That is the
present order - that we carry the thing out mathematically from
start to finish.
The assumption that it varies from the minimum is not
nearly so erroneous, and is the best way to attempt such a
clarification. We have been starting our forecasts of the
rePort
-Sacramento River with a January BemsomM, which is largely a
guess, based upon the past twenty-five or thirty years' history.
In other words, we have a probable value, based on the little
information obtainable in January. We effect another, later
on, assuming the precipitation after January, and another value
that will be the highest value.
Our forecasts consist of three phases. The February
forecast pulls the two extremes a little closer
together. The
most probable figure bobbles up and down as the survey progresses.
We are now attempting this year to put out five surveys instead
00,4:444
of three for each one of those. The lowest figure is the one vottc
that the odds are thirty to one that it will be exceeded. On
the second, the odds are three to one it will be exceeded.
The third is the more probable, based on up-to-date
infor-mation. On the fourth, the chances are three to three it
walla'
be exceeded. The fifthjarthe odds are four to
five that it will mai be exceeded.
cAAS Lua
This is an interesting experime t and we ar9_,A0111.
-INN* a lot of other people,will be ^interested in knowing
how it will come out. 77e have a forecast for the Columbia
Basin, and I think it is the first forecast of the new type
survey. We are going to try to revamp our Sacramento figures
to follow the new procedure.
• .0,,,,,,,,...,,,„,,,,,,,,,„„,,,.... cw
runoff *PIO*,
Chairman: The further we go into thisl4the better we
-feriker
can see.
veAre there any questions,14Ftleme
A
Mr. J. 17. Stan: (Bureau of Reclamation, Boulder
City, Nevada) I should like to ask Mr. Lang if I understood
him correctly. Is the maximum deviation ten per cent, or is 4.
1"
the averag4110/
4
Mr. W. A, Lang: You mention this in connection with
the forecasts of water flow in California. Generally, our
forecasts fall within ten per cent plus, or ten per cent minus
the actual. Over in the Edison Company, we tried to plot the
a.A3
6A,AkAitb tr-vt
aftwomea:04400004W precipitation records
expected
for a number r years. We took the November to April figures
by months for precipitation at all of the stations in Colorado,
0.44-D
Utah and Wyoming millek without weighing them, wrisaiat let them
fall where they might. We got something like your "P" and "Q"
4001m* and said if the year before was a good supply year, it
would be "plus". If it was a bad one, it would be indicated
as I'minus". Two things were wrong. The accuracy is poor and
then, by the time we got all the data in and set up, the actual
records were available. It was inaccurate - there were mistakes.
074.2
)
Ninety-four point twodAis the best we had, by using all the
months from September to April, and that correlation has a
co-efficient of nineteen hundred and forty-two point two.
(042,2,)
Chairman: In following those diagrams, did you sense
the close correlation between your precipitation and runoff
1041144
curves? There was one place where ime definitely
age
a very
kt.rtr-"4"1"•°,
We are now approaching the lunch hour. Ifimeneer if it
ry‘lvl
ok,i •might not be appropriate at this time to have something*ammist
tet citzkavailiZto, co-u-e-Pt,4 1161A
we want to c ns der
00
the 1945 runoff. 4/With that thought -4a
We- can turn our attention to something that will be useful to
the Committee -11 the afternoon session.
Mr. R. A. Work: Mr. Chairman. For several years, I
have been associated with the work which has been carried on
by the Columbia Basin Water Forecast Committee. That Committee
has functioned for some nine years. They have devised a method
of procedure in analyzing these records and interpreting them
for application by the utility people, by the irrigation people,
and by commercial firms interested in agricultural production
for one reason or another. I would 't want to say that their
procedure should be
however, it might
1,-Yt
give us something Am. which we could target our gun.
The procedure in that Committee has been for those
hav-ing the most intimate knowledge of conditions in local areas of
the Columbia Basin to present their data as to snow cover
and those other factors which influence runoff - such as
re-servoir storage, evaporation, the hold-over, lake effects
dur-ing years of incline or decline, etc. The current stream flow
is used too, as an indication of that which is to come. All
of those things,and more, have to be considered in arriving at
ftic
the estimate of/number of gallons of fuel oil that must be
pro-cured.
Then, everyone in attendance at that meeting has the
opportunity to contribute data or ask pertinent questions.
The
with quite a precise idea of the probable behaviof
flow of
the Columbia River, and :the result of thatâe
flow upon
agriculture and industry in that stream basin.
Therefore, the result of the Committee's consideration
of these problems is of interest to all water users throughout
the Basin. Means have been developed for acquainting the water
users throughout the Basin with the results of the Committee's
study - by means of releases of pertinent informati n through
dixt
,
/LA,
the press, radio and
A
by means of *ha:printed
such as
the mimeographed release you have here. If that plan were to be
followed here, I expect you would have a comprehensive summary
rerueja
of snow water, reservoir conditions Eeam the Upper Colorado
River.,
The same information could be had from Dean Clyde and
abzirir;t111110P'L
A/b4
.eyi-t-t/k
other representativesC
the Upper Colorado MINK t
Canada. Thank you.
(Mr. Fork reads paper of Frank C. Merriell, Secretary
of the Colorado River Water Conservation District, Grand Junction,
Colorado.)
(Meeting adjourned for lunch)
AFTERNOON SESSION
LA;LIL
t4d164._7'49 0'14-340
•
Chairman:
gentln
We
were fortunate in being able to advance the program
cUAlvt•vv%
-0.12.1414.4.4"4
JRWMommillbh one of the paper.
the moping that was listed
0.4i-
,
"
4:
A
itiiiicy,,,,aLekty.&4_,
A
1- JUL afternoonnterf. Alitre will, therefore, now discuss
tk
the subject of methods used by the Bureau of Reclamation in
the predicting of flood season discharge of the Colorado River
into Lake Mead.4
)
.C4A1MC
"
C-7-> Not only is thieof interest to those of us concerned
with irrigation, but it is.of primary importance to the Bureau
2,3
1=11111.1M.
•
have used.
11111‘attack we are
cf+-* A.'. tA,,' acV?Lt/LoAra ri . aZV1 • #AAAM4 c„-L.4)
.te,,,A.-1,,,_, ,11, J.
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oectec_l
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a,
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ct.
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14,
°J.-v.1A •Mr. J. W, Stanley: During the past several years, the
forecasting of inflow into Lake Mead has been carried on by Mr.
Honnold in the Denver Office. Beginning with the year 1946,
thisA.,
wila be transferred to Regional Office Number 3, at Boulder
City, Nevada. To that end we are working down there - trying to
see what can be done to improve the precision of the forecasts.
Mr. Honnold has prepared a paper, outlini
„tet.
will read his paper
4#
‘4.4
pJthe Regional Office, a4—tee
the methods they .
Lik...tAAr
-
dir(Reads Mr. Honnold's paper, copy of which was given to
the Chairman)
a
I-NY. Stgnley: Over hn Boulder City,
-'6 61/14
.-efte
womk.idin precipitation earl* the prediction of spring outflows.
we have started
4A.rtriik L4ji$e
I have prepared an outline telling what we have done so far
and what we hope to accomplish later on. This is made on the
basis of snow surveys/and precipitati
ecords. The snow
survey data used is the same as thatAHonnold used. The
precipi-tation records are those compiled a few years ago, including
1898 to 1934. Tle are making a reexamination of these, as Dean
2-Clyde told.
ZA-this morning. (Reads his paper, copy of which was ...—
given to the Chairman.)
Dean Clyde: Did I understand you to say that the
pre-cipitation during March is best?
Mr. Stanley: That was in Mr. Honnold's paper, I believe.
Dean Clyde: I've heard that before. I've also heard
that the early snow creates the later summer water. I don't
be-lieve either one. It doesn't make any difference "when", just
so long as it does come. Then too, I don't think that nine years
is a long enough period to score with. There is one very
inter-esting thing. The forecast on April first, this year, on the
basis of the 1898 to 1934 figures, happened to yield the very
same mean probable,value as the April first snow survey. There
was a slight difference in the mean. Does it then follow that
nine years of snowfall are representative of forty years?
Mr. Stanley: The chart I have drawn shows March increase
against the April-July with not as good a correlation. We have
started our mathematical calculations on that, but,simple March
increase against the runoff suggests something.
ELE.1_1114119.2..gozzeng: It is true that the March runoff
can spoil our March first forecasts. But, do you have to
mea-sure just that increase - can't
yau-AMMttake the total amount
on the ground on April first?
Mr. Harold Conkling: That is exactly what we do. That
Chairman: It is certainly interesting when we reflect.
Here is the problem: , Xhe WA ear comes down on the earth and runs
off. The runoff is,
related to precipitation in the
form of rainfall, hail, fog and other phenomena. I suspect that
If we keep at this thing long enoug41 we wil get in a corner.
,
<n*u."'"
1jh4a
-",psz_)(0-019;b
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m
A
3,
ow we get tt_e coordination in
h -to
Ck,• la
straight lines/ In some places
a
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Dean Clyde: I would like to make this suggestion: we
should all keep in mind this simple, basic relation - the runoff
is the residual, and precipitation** the main
Although we
must use these methods of analysis, we must not lose sight of
precipitation. We have not measured all of those variables yet.
I think when we do measure them, we will find that the points
line up very well.
Chairman: Yes, we often find we get more water with less
snow. There is some reason for that. Maybe it's because we are
not conscious of the effect of things of small order. I was
talking with Mr. reMitiveN-. I said, "Charlie, can you imagine
_tAiLrv
a great
asimm
like the Colorado having
COMB tous as snow?
erieZaa/4+
ilectt,c, --tokA46440.0"A km fx** 1-441,44 .1 1 e'.. b"Ck,,,, 4 A 'LA )..••1/"-±A4 . a..,LI:1
,4
Jr(J:e43
Cc-ft,l, /1,14.4.y.uf4t4."-4::
all that water -- was in the form of snow." Isn't that hard
to imagine? Therefore, why shouldn't we be intensely
twins-maptil in the relation between this phenomenon we
and the runoff.
-epancies,
be discrepancie
_
4
e-L.A-A-NLAJA ott,:t^
A/ue
../156tAZILJ-16a:"Am
uujnjk
c..ikaJtAl
call "snow"
appear to
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iagvuji„ to,""eas-tA..4 -4.414;v1-1êL
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Lottl.-14(..A.
et
_
.
If there is nothing further on the subject of methods
4
/Li.
ofT
itLA
tylitm444.4..
cor filling Lake Mead, we'll pass on to otir next pair#reet.014
4
Mr. Harold Conkling, Deputy State Engineer of California, willmcr
tell us something about the relation of snow surveys and flood
flows in California streams.
Mr. Harold Conkllm: I missed the boat by not being
here this morning. We have never extended our snow surveys to
the watershed of the Colorado in California. That is purely t
because of the financial consideration involved. Although, we
might have been influenced by certain statements or intimations
that there is no runoff from the Colorado River watershed in
California. We are going to investigate that later on, in view
I was gratified in a way I at least felt better
-after hearing Mr. Stanley's paper and finding out that the
fore-casts on the Colorado River are not perfect. Ours aren't either.
We grade our forecasts, you understand, prior to
yours for the Colorado River. 7.7e do all our work in
radius four hundred miles north and south of1010 Sacramento.
That area consists of a great number of watersheds and
the
conditions principally are like Coloradoasmilimisime north
and
south of the river. The north is more dominated by the storms
d.
from the north" The south is more dominated by the storms
from the south.
This year, in the extreme north, the snow pack is
about seventy-five or eighty per cent of normal. In
the
ex-treme south, in the Kern River, it has just reached
seventy-five or eighlyper cent above normal. So, we make separate
fore-casts for twelve streams, ending with the Kern in
the south
and the general watershedAin the north.
When we grade the general results of surveys, the
"good"
are not off more than ten per cent; "fair"
are off from twelve
to twenty per cent; "bad" are off twenty-ona
pamonome to thirty
per cent; "terrible" are off over thirty per
cent. We don't
know if that is the classification adopted by
the rest of you
or not, but it's ours.
I was struck by Mr. Stanley's statement that
they got
better results from the precipitation records
than from the
snowfall. Of course we haven't had enough
money to do
scien-ct.A%
tific work-malla
a
r. Sol although I don't want to derogate
any et
the work of Mr. Paget, Assistant in the State
Engineer's Office,
who's in charge of the work, we simply haven't
had the money
I was struck by the conditions differing in certain
areas, that Mr. Stanley spoke of. Our poorest results are
S n the Sacramento, which was forty per cent off. This
gradual-ly gets better, on the San Joaquin. In the Kings, we have had
extremely good results. Nine out of ten forecasts have been
wn
twenty per cent. Eight of the ten on the San Joaquin
have been wn
ten per cent.
On the Feather, which has been the principal tributary
to the Sacramento, only two out of six results are good. On
the Yuba, we had only one out of eight that was good. So, we
are all having the same dculties
and I won't harangue much
on the differences of our methods. Each one of you fellows is
more of an expert than I am, and I'm not going to get
"exI-I-
fore experts.
717e are very much interested in
eShae of flood
con-trol. In this, we are more or less limited. From rainfall,
the Sacramento Valley and nSe
San Joaquin Valley, we get our
violent floods. However, the great volume of the floods comeS
from Northern California. Tulare Lake fill
.
4A4from Ahem floodike
?
-eri-k"-41.7
3
C4^4t)hey have reclaimed a great dea of Tulare Lake by diking and
pumping the water out onto irrigated lands around it. This
re-clamation went on for a good many years - back in 1936, '37 and
'38. The moment the lake
many districts were wiped out. None
over-top the dikes,
this year,
and probably there is no danger.4,,_tk4.,
,
,,,,,,,06:4A-4,
Now,.imaimmuseissa-Pthese reservoirs on each of the streams
in California. The reservoirs have a certain size, made
primar-ily for irrigation, power development, etc. From snow survey041714_,
can be learned from each one of those reservoirs,
by the
30
utilization of knowledge gained by snow surveys.
We have
Ltrb-1,,:r1/4
"%
tLko.
tried to work out quite a volume mant. I think
we sent
a copy around to everypo4y. It is entirely on
paper, so far.
,4;f etiz.
WMsnutimiiivrd out a system that gives a limited
amount of
con-trol.
Let's assume you feel that your forecasts could
be
about ten per cent off on a certain stream. You
have to allow
more space in the reservoirs in order to control
the floods and
you have to be very careful that your runoff
estimate is close.
••••11.• IN I MI MI MOM.
In other words, you have to give ten per cent
leeway, either
t
&-'
(VW,
and as the temperature increases in the Valley,
you find
by that time, the runoff has arrived. You
can then determine,
with considerable accuracy, - in June or May
- how much more
water is going to come down, and then regulate
your reservoirs.0‘,..um
are mainly in the form of rain
,,ic
l 1 i i
. . ,•,„,....,...." oft t. i r i e...^.2.. ..,...,,,,,,,...„....,,,,,,, ,
The dangerous
floods?We think, also, that snow surveys
are going to be very
effective in the management of the Central
Valley Project. I
hope all of us here know how the Central
Valley Project will be
managed. There is a large canal being
built fromisSan Joaquin
to Bakersfield - two hundred miles long.
There is going to be
an endeavor to put some of that
water underground. The firm
water is going to be put underground,
gentlemen working on the project find
That is, unless these
t-c""A-
Le. eit.w.t.
out that Xciliecgdft.
'
It is just conceivable that with some
very wet years,
ftt