The Arizona sentinel. [volume] (Arizona City [Yuma], Yuma County, A.T. [Ariz.]) 1872-1911, 1905-05-10
The GREAT COLORADO RIVER

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 juno
| ton of the Green 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 irrgabie
| lands. The river emerges from its canyon n
| short distance above the NeeGles-the cross
ing of the Santa Fc Pacific railroad-and has
a series 0f valleys which between this point
and the Mexican line aggregate about 500,N0
acres. In this region the waters are heavily
laden with sediment, which is q serious OBJ
stacle to their diversion The grade OF the
river is so fiat that diversion canal taken
out at the rivers bed must have so slight n
Il fail and so low a velocity that ct would
quickly fill with sediment from the river.
For the same reason q canal must be very
long in order TO command any considerable
area of land in { he river valley.
TWO AND A 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. It's
maximum discharge is unknown, but pr0ba-
bly, exceeds One-haH million cubic feet per
second. As the riTer is-suppiied mainly by
melting SHOWS its season OF high water cui-
inmates in June, and the low water season is
III the winter, when it's 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 changeable
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 inpairs navigation.
Wherever wagon transportation is possible,
this is preferred to the river.
The chief obstacle to the utilization of the
waters of tins basin are First, the great
of land that can be reached by them; third,
the largo quantity of sediment, making inn
practicable any diversion on small scale
A comprehensive project is here presented,
which, if 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
the lower Colorado may be regarded as hav-
.ag semi-tropical climate, where the grow
ing season for most products continues the
year round-the requirements 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 twfce as great
as the minimum requirements in January;
and that a stream with the maximum flow OF
two cubic feet per second i'll July, furnishing
about 1000 acre-feet per annum, will supply
200 acres of land.
1t is probable that with proper regulation
the Colorado river will be able to furnish a
continuous stream of water for industrial
uses, varying from 0,0O0 cubic feet per second
in winter to 10000 cubic feet per second in
summer, in years Of smallest discharge, al
lowing the great floods OF wet years to sweep
to the at present. This Will be Suffi-
cent 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.
y considerable portion of the valleys of the
lower Colorado consists of sandy flood plains
subject to occasional foundations, and rough,
gravelly foothills with soil unsuitable for cul-
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
favorable 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,
whenever il is found desirable to do so. The
reservoirs 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 irrigabe lands by
such canals and of giving them a velocity
sufficient to carry n large amount of sediment
in suspension until it can be deposited upon
the fields. The declivity given to the canals
will depend largely upon the character Ofthe
SOIL and will be the highest permissible with
out involving destructive erosion. The TALBOT
she Colorado river is so Slight that feser-
voiFs of enormous capacity may be construct
ed without involving dams of impracticable
height at any time, by opening the Sluice
ways of The reservoir, the current of the river
will quickly cut channel through the de-
posted sediment from the upper end of the
reservoir To- the sluice gates; this being the
longest dimension and deepest part of the
reservoir will in all cases form an important
tent every reservoir can be permanently kept
clear OF sediment without expense. With
this exception, each reservoir is expected to-
gradually fill; when this oceurs it Is proposed
to draw down the surface Of the reservoir
permanently 20 TO 10 feet, and to convert all
of the reservoir site except the river channel
into Irrigated farming land, and, If necessary.
construct another reservoir for storage pur-
poses higher up on the stream. This policy
will greatly increase the arabic area. 1t WIFI
then be practicable, whenever desired, to
close the sIuiees aHtf inundate all of the pgri-
cultural land in essch sled reservoir ard thus
fertiliZe it, as is naturally done by the river
Nile for the valley. This rs dOrfa artiffcfally
in some parts of Europe and Africa. With
the deep, allhvial soil, seni-tropfcal climate,
arid atmosphere, abundant water supply,
and the possibility of fertiiZfng the fields
every year without expense. it is believed
I hat such regions can he fsrTned the year
round, and several crops taken off annually,
an acreage production being thus attained
frnlxy xr-ifla otrtta i'm fCfo