The Arizona sentinel. [volume] (Arizona City [Yuma], Yuma County, A.T. [Ariz.]) 1872-1911, 1905-05-03
THE GREAT COLORADO RIVER

tnE UnEAl UULUnHEU ntHEn
The great Colorado river is the largest
stream, both in drainage area and discharge
that lies wholly within the arid portion OF
the United States. 1t is formed by the june.
ton of the Greer and Grand rivers, rising in
Colorado and Wyoming respectively, in re-
gions of great precipitation, mainly In the
form of snow. Only small percentage of the
water yielded by the basin of the Colorado
has as vet been utilized for irrigation, and
practically none for any other purposes. The
obstacles are many. Through most of its
course this river and its tributaries flow at
the bottom Of profound canyons, from which
it Is impossible to divert them upon irrigab BILE
l2nds. The river energies from its canyon 4
short distance above the NeedleS-the cross
ing of the Santa Fc Pacific railrOad-and has
g. series OF valleys which between this point
and the Mexican line aggregate about 3N,OOI
acres In this region the waters are heavily
laden. with sediment, which is n scrious On
S1acle to their diversion The grade of the
river is fiat that q diversion canal taken
out at the rivers bed must have so slight a
IL fall and SO low velocity that it would
quickly fill with sediment from the river.
For the same reason Il canal must be very
long in order to command any considerable
area of land in the river valley.
TWO AND QUARTER BILLION, GALLONS A
MINUTE.
Measurements of the flow near Yuma show
that the river sometimes discharges a mini
mum of about 5000 cubic feet per second. lis
maximum Q1Scn9rRc 10 unknown, buG prOD;t-
bly, exceeds One-half million cubic feet per
second. AS the river is supplied mainly by
melting SHOWS, its season. of high water Gull
inmates in June, and the low water season is
in the winter, when its sources are frozen.
The river is navigated more or less from its
mouth to the Needles by fiat-bottom, stern
wheel boats, which sometimes even ascend to
the mouth of Virgin river. Its navigation,
however, is SO difficult and precarious as to
make it almost useless. AT low water the
channel is so broad, shallow and changeablc
that boats are continually running aground.
sometimes being nearly week in advancing
ten or fifteen miles, In times of high water
the swift current greatly impairs navigation
Wherever wagon transportation is possible,
this is preferred to the river
The chief obstacle to the utilization of the
waters of this basin are: First, the great
nuctuation in discharge; second, the paucity
of land that can be reached by them; third
the large quantity of sediment, making i'm
practicable any diversion on small scale.
A comprehensive project is here presented,
which, IL upon investigation, is found i'm
practicable, will largely remove all of these
difficulties, and will also greatly improve
navigation at all seasons of the year.
The development of the mineral resources,
in which this country is rich, is greatly ham,
pered by the great cost of power and the lack
Of transportation, both important requisites
for the mining industry. The proposed plan
Will completely solve both problems.
sUBTRoPICAL CLIMATE.
All of the land that can be irrigated from
ing a semi-tropical climate, where the grow
ing season for most products continues the
year rOund-the REQ uircmentS for water, how
ever, being greater in the summer season than
in the winter. 1t is here assumed that the
maximum use in July will be twice as great
as the minimum requirements in January;
and that stream with the maximum flow of
two cubic feet per second i'll July furnishing
about 1000 acre-feet per annum, willSuppIy
200 acres of land.
1t is probable that with proper regulation
continuous stream of water for industrial
uses, varying from 10,OO0 cubic feet per second
in winter 10 10000 cnbic feet per second in
summer in years of smallest discharge, al
lowing the great floods of wet years to sweep
to the sea as at present. This Will be Suffi-
cient to irrigate 100000 acres of land, and is
so far in excess OF the requirements below the
Grand Canyon that no restriction need to be
put upon storage and diversion of waters
from the tributaries of the Colorado.
A considerable portion of the valleys Of the
lower Colorado consists OF sandy flood plains
subject to occasional foundations, and rough,
foothills with soil unsuitable for Gull
tiVation. There are also considerable areas
OF sand dunes, and some tracts rendered bar
rem by alkali. All these it is proposed to re-
claim by impounding upon them the silt
which annually passes down the Colorado
river.
SERIES OF DAMS.
The general plan here proposed is the pro-
vision of a series of reservoirs on the Colo
RADIO river by the construction of high dams
at numerous points where the topography is
fa vorable and where the possible storage is
large. All of these dams will be provided
with large sideways through the base, in
order that the stored waters may be entirely
drawn off, together with their load of silt,
il is found desirable to do so. The
will serve as settling basins for sed-
iment. The dams will also be utilized to
raise the waters into canals, for the double
purpose of enclosing more irrigable lands by
such canals and of giving them q velocity
sufficient to carry a large amount of sediment
in suspension until it can be deposited upon
the fields. The declivty given to the canals
will depend largely upon the character ofthe
soil, and will be the highest permissible with
out involving destructive erosion. The fall OF
the Colorado river is so slight that reser-
vOirs of enormous capacity may be construct
ed without involving dams of impracticabe
height. At any time, by opening the sluice-
ways of The reservoir, the current of the river
will quickly cut a channel through the de-
posted sediment from the upper end of the
to the sluice gates; this being the
longest dimension and deepest part of the
will in all cases form an important
part of this storage capacity, and to this eX-
tent every reservoir can be permanently kept
clear of sediment without expense. With
this exception, each reservoir is expected to
fill; when this occurs it is proposed
10 draw down the surface of the reservoir
20 to so feet, and to convert all
Of the reservoir site except the river channel
into Irrigated farming land, and, if necessary.
another reservoir for storage pur-
poses higher up on the stream. This policy
will greatly increase the arabic area. 1t will
then be practicable, whenever desired, to
close the sluices and inundate all of the agri-
cultural land in each filed reservoir and thus
fertilize it, as is naturally done by the river
Nile for the valley. This is done artificially
in some parts of Europe and Africa. With
the deep, alluvial soil, semi-tropicaI climate,
arid atmosphere, abundant water supply,
and the possibility of fertiiiZing the fields
every year without expense it is believed
hat such regions can be farmed the year
round, and several crops taken Off annually,
an acreage production being thus attained