UNITED STATES DEPARTMENT OF AGRICULTURE BUREAU OF PUBLIC ROADS
DIVISION OF AGRICUI:.TURAL ENQINEERING
Mr. R. L. Parshall, Fort Collins, Colo. Dear
Sir:-July 28, 1922.
FEDERAL BUILDING
BERKELEY, CALIFORNIA
On account of the absence in Europe of
n.
c.
Hanny, Chairman of the Special Committee on Irrigation Hydraulics, I am taking the liberty of sending each member an outline of~ plan for a study of earthenreservoir dams. Our A. 1. FellOV¥'8 in charge of this investigation whose address is Customs House, Denver, Colo. will be glad to receive through the writer, any assistance or suggestions in regard to the carrying out of this work.
The perusal of this outline may also serve to call to your
mind other lines of research work in irrigation h.tdraulics which you may desire to outline and present ot the committee. As I regard the work
to be unde~taken, the preparation of such outlines might well form the first step of the work of the Cormni ttee. Accordingly, I shall be pleased if you can find time to prepare and forward to the above address your views on other appropriate subjects.
1 enc.
1/k
Very truly yours,
~A~~~~~
I / / ... Associate Chief, Division oflt
1e
0 oua trut1 .. t
•
t
saf· lyc
fiOti 1 ritta1 lfl of tru oco t 1 voet, ud f Q
ci
t. n•
the 2. 0•
rt
1 ••
••
.M rteo
• at i yd. l t•
ring
le
laot
$1t; !ln • e t 1 i.,
v ri e 1 ls p l"CO' tt 0 s as a a .. d f t a one
th d •· r l& • • -thibnd tb a Ull o · t&l· tu•oQlatl bro
d t
l& ita
outio
it·r
tr-e. t; ' th d:
di-G 1
•
io 0 U; o
a tl t-Oll oe
act 11 l1 rev nti xce rc latio
9. not
oar
p lie af t7or
in o
e t t 0 t otio•
itp
me
aot
n nd hydroa t c~r
a
ts, for to e
•
t 1o,
what •re the t oul b do t in
o
•
h .. l't the e 8 &siredb 0$
near
~•
tic f£Dil\U:e; Som 0 the Itt t1on ri
nee
by statiopr ure in r 'f 11
'
1. 'hat h td atio in t
2. h t 1 it.a o use 1Yi 1
e
et . it trao-latin t ou tll ttb l 0 the 1 e betvtee t
e or
inrfaa nt 1 it ·ae p t,
ent, 9 it o, 11 at 1 th
·-ff, cts
3. 1 it t • f 0 c it be t c t e~rt d
t
vi
,o
r i na will arise all rtin t q e t1 nul4
be l l•
.m
tion that enot
enerall 1 t r r
r
tr
f t•
In
toe
1 e a.rJ,1D th
se
1on,
t dri 1f 11 r ot ln.e~~-tl 8
reo
sinkl f h in t t 1e r' -o
-6-o t·pea o~ 1 i el at~ cro ·- ectio
l l d.ependi loa 1 aond t1ons) a
ec lon, n ty only o\lt
J, · pertor · t · hro hou p ac iaallf
eour ta ro aroi
r
t e pl
:- ae oir,
tre
pip -be Gpft
loo ioale
dep h t
ti
tura ion s l"Dlr ted t r t1 b& s t th. lo ere d
-for h u tl l1 irect osta
c
e ta t e
ell or 1 e.
e
-o-nt. of prel
1-·· ther organiz&t.iona e ·1nee •
lt is al th t t
tor
uoh tudy will vary with loaal oo dltiouateri la , t ner 111' e eci d by the .9~~..., .. V/ur leo lJ
i cha e, u ia ·11 8 th
to
t.ui ;o he p
.-J C 810U 1 d e probl i volv <1
o
that hej s.t io a
lem t bo olv
to '11 • ble. Undoub
ill b t ~:lot Qt t
\ion ud consider ble
1 cl l,y,
e
o~ lmtlar ts os,
~to
t 0 t t t t ly o e o-t th 8 <l t llul
. ado t h 1 e ti 0 fnlab
•
c
e C iot rot
e R&ol at 1011 ~nia :ro 1 thco er lU'8'\U . cticaol for it t l1e ,. ven. 4
t te 1g et>rs o C ll
ec • 111 i s ch coo er tion ·a i
in ra,
-1-th lr < ireatio s. Douotle"' t -;ore "" e 3 case
w
r he ov irs ·ou
a
bro
t le nee arj m an or ln: est , tio 1o n i it b o lbl to t th deans of
0 ho ord1n~te eho la t o ope.t~at b x:i > o .r
ot
in kill€ t d.y Of thG -- itu o d.
se-q 0 0 8 ro ti faotoey r s lt
0 l th e eeri l
•
eao en i eer ! 0 ro liz t 1 f
lJ
u
la·
liO iv ch lsta.noe as oho..
ope.nJ.tion it 1 lett r c th· t
cou-t ined .bcro1 ri t
a
JlO 1 ht s edre
ti h ~~= • 8 ta. rJeot:
2...
~tsue
lnve i bo to ve,
or 0 i he 1 ere_ t t t the•
s oh inv . t 6 el• y requir l SOl
u
ito
·de ¥}ore rine r
h theu.tr-ori ty nd t 1th
co rc io o
astio a r 1 isi uoh cue t
-a-~~ · ndoubte ly 11 h t c011ld po sl 1 be deYo to thia
proJeo c uld be se ous y t th the 1 lte .t"~ s t th
isp sal
o
t e Di ision it i o ed that lt ·ill b p.o eible to i oany l r e ount i roctl¥ to he lng. It 1 hoped, howe er, th t t
oll 1 ···y e e :v llabl •
9
une
30, 1922, • • • • • • • • • • • • 5o.oo
'
July 2 , i th illcl o ~a outli .
o-not
hi 1 in-. ·gest:lon .....
.
· 1 o··* lz '. 1 !lC con..L ~· t t s 0 .·d. :'1'1 ral.li .. d to you .t'
sarl -' ,. ~ a ae so b1"'-:'J' foo ~ . . . -#-" ·<Jo·:r
... l.-t...rd
. tt~.:'18.
!l.' n iv n .t..
,
,,",.
v .... .L I full tt ntin.
on r. in. b · the 00' 0. fo ou ... a cpa'-l ,t t 'lt. •. i 'lr
•
I£ yo~ Ott 1 n I o1 11 ... ,.. .. 1to I utl t· y t \
V _
..
y · tl " yours , o .• .:.rr · ion•
~£~~
~..t;;L_er-P_~~(_
~
.
~
C~
tVL
~a_
VVLrdc!h~CV>AA
TERMS USED IN MEASURING THE FLOW OF STREAMS.
The volume of water flowing in a stream, called the " run-off," or " discharge." is expressed in various
terms, which, however. may be divided into two
groups-those representing rate of flow and those representing actual quantity of water. The rate of flow is generally expressed as "second-foot," an abbre-Yiation for cubic feet per second, the unit used for measuring flowing water; as "gallons per minute," the unit used in connection with pumping and city
water supply; as "miner's inch," the unit used by miners and irrigators for measuring water that passes through an orifice 1 inch square under a head that varies locally; and as "second-feet per square mile," the unit used to represent the average number of cubic feet of water flowing per second from each square mile of area drained, on the assumption that the run-off is distributed uniformly both as regards time and area.
The actual quantity of water is expressed by the terms •· run-off in inches," " acre-feet," and "million gallons." " Run-off in inches " expresses the depth to which the drainage area would be covered if all the water flowing from it in a given period were conset·ved and uniformly distributed on the surface; it is used for comparing run-off with rainfall. "Acre-foot," which is used commonly in connection with storage for irrigation, is the quantity of water required to cover an acre to the depth of 1 foot-that is, 43,560 cubic feet.
COL.ORADO AGRICUL.TURAL. COL.L.EGE
COOPERATIVE EXTENSION WORK
IN
AGRICULTURE AND HOME ECONOMICS STATE OF COLORADO
FORT COL..L.INS
AND UNITED STATES DEPARTMENT OF AGRICUL.TURE COOPERATING
EXTENSION SERVICE
September 12, 1922
Radiogram
to
All
Faculty· Members:
S~OoS.
(Meaning the Editor
is in
Distress.)~-Fall
is here; the first killing frost may cut down the tomato
vines at
anytLY!le.
Anything
by wayof introduction.
Nowto the point.
News Notes items have been rather scarce from most
of the
Departmentsduring the vacation season, but
therehas
been
amplereason for
thescarcity, such as the drouth,
~behot
weather,the railroad strike, the tariff debate, the
pri-maxy election, the paving of West Mountain avenue, the
un-timely death of th:e
Ahko1mdof Swat, which occurred in
1S87,
and other irrelevant
excuses.But that
1 s allover- now--all
except the paving
ofWest Mountain avenue, which goes on
forever.
·
The last trout has been caught, (most of the
fisher-men knew· that long ago;) the last
moun~ainpeak
sc~led;the
last wienie done to a brown turn; the last campfire smothered
with
an empty
bean
can
full of
Cache la Poudre
sand, and
we're.
all back on the Campus, rarin
1to grind out copy
by-the yard for
News Notes.
These
few·lines are merely a reminde
r
, more or
lessgentle, of
the f~ctthat 60,000 farm families (U_S.Census of
1920) are
depending
upon YOU for information7
advice and
suggestions of an
agricul~uralor home
improvementnature and
that there is a direct avenue open to these Colorado farm homes
from
theAgricultural C
.
ollege, via News Notes and the rural
press, which you may utilize at no
~estto yourself or the
College, for the delivery of your message.
We are averaging
300re-prints of News Notes items
a mon·t;h in the weekly papers of C.olorado. Ls
your
work, oryour department
repre_sented? I fnot, you are
missingan
opportunity
fox service to the people of the
.
state.
Sincerely,
w~';).~~
Editor News Notes.
b~or your irlfor11l·::ltiou and conunent
. ttl ... i .• v~,.,u
($
u.
U ~D
•
•
PEB.CO 'l'ION 'i1IIROUGH E.fRTH D.""" S. Records and Reports.
Instructions to Observers.
Object of Investigations: The main objects of making a study of
percolation through any selected dam are:
(1) To learn fundamental facts relating to rates and amounts
of percolation through the dam, by keeping an adequate record
of the relationship existing bet een the water surface in the
reservoir and the water surfaces in certain wells looated at
. selected points and extending do,Tn\T.ard into tha body of the
dam;
(2) To ascertain, if possible, the statio pressure under the
dan1 through similar records of the ·~tar surfaces in a second
olass of vrells extendittg do\vnward to the stripped surface or
other strat belo\r tha d&"1.
In keeping tne records it is of prime im_._)Ortance that no major
mis-takes shall be made as to dates, numbers or descriptions of wells, readings
of elevation of v.rater surfaces, etc. The following instructions o..re issued
thar fore, as suggestive of standards set, although i t is fUlly realized that
variations fro·1 the standard practice often will be advisable a.ul the observer
is expected to use his best judgment in all cases of doubt.
limes of taking records: The records should be t~cen at le~st once
each ,,,eok throughout the year, i f practicable. All the records, including
readings of the \vater surface elevation, should be taken consecutively and
during the same day.
:ru:ethod of measurina; depth to ~~ater in ·wells; . The depth from the •Jell
datur.1 pl 1e, which is always the top of' the casing, to the sur~ace of the "Vrater
in the \"'Tell, is to be measured by means of' the appara.tus .1. urnished for the
-2-well at a fa.ir rate of speed and the sound of its striking the water surface can be heard or the difference in the pull of the weight san be felt. ,!.hen
the location of the sur~aoe of the water has been approximately located its
elevation can be determined with sufficient exactness by droppi11g the ight
gently several times through short distances. The depth, when determined, is to be read directly on the tape and recorded in the observer's record book. The reading of the reservoir gage is of especial importance and must never be
omitted •. Especial care is to be exercised in seeing that no error is made in
the foot marlc. uore errors are made in such measurements by reading the v.rong
foot mark, the one above the top of the pipe, instead of the one below, than
in any other ray.
Discharge Below Reservoir: Whenever i t is practicable, the discharge
below the dam should be given for the purpose o~ sho ing the amount of seepage
through the drun. That being the object, tlwse records are especially desired
for periods when the discl1arge gates are closed.
Reporting records: As soon as· reasonably practicable after taldng
the records the observer shall mail a carefully checkeu copy of same to the
engineer in charge on a card _provided for tho purpose, ·rrtith such remarks as
he may think advisable.. r!hanaver a book h s been filled or its use <liscoutinuad,
and also 1he.never requested to do so, the observer shall mail his record book
to the engineer in charge so that the copies ~ be chack~d against the original.
Both record books and cards are to be signe by the observer in the pl~oe
provided fo1· the purpose.
[ea.suring devices and fo :nns: The measurin _,. devices, record books
and report cards \lith such other supplies as m~ be necoss~ry are to be supplied
t ... ,
-3-Ca.re of wells; The observer shall see that the numbering and bench
elevations are kept clear and distinct and that the tops are lrept in good a:rdsr
and locked do •1n when not in use. .an:y failure on the part of the ·wall to
function properly shall be reported promptly to the engineer in charge.
A. Lincoln Fello~,
Senior Irrigation Engineer.