20 
• SEEPAGE OR RETURN WATERS FROM IRRIGATION. 
GAGINGS OP THE CACHE A LA POUDRE RIVER. 
(In cubic feet per second.) 
Measurement No. 6 -(Continued). 
'Time. 
Place of Measurement. 
River below L & W. canal... 
October 6. 
Pioneer ditch, near Inverness farm 
Josh Ames ditch . 
The Lake canal. 
Coy ditch..’ 
Out- 
take. 
Sum 
(Noon. 
River, below Lindell Mills. 
JL>ry ditch . 
Ames slough.. 
Cooper slough. 
Box Elder creek. 
Spring creek.. 
Box Elder ditch. 
.01 
.89 
2 00 
(.74) 
2.90 
In¬ 
flow. 
River. 
5.95 
Gain. 
Su 
m 
3 p.m. River, below Strauss bridcre... 
October 7. 
11 a. m. River below Strauss bridge. . . 
Inflow below Strauss bridge. 
Cache la Poudre No. 2 canal. 
2.14 
2.14 
(.95) 
( 2 .:> 6 ) 
(2.63) 
(2.90) 
(1.25) 
Sum 
INoon. 
2 p. in. 
River, below No. 2 canal. 
Fossil creek. 
Whitney ditch.... 
River, below Eaton ditch 
Jones ditch... 
Greeley No. 3... 
Sum 
1.93 
1.93 
2.72 
.15 
32.20 
52.56 
No. of 
Miles. 
*.60 
October 8. 
® a * eeo River, near Greeley Pump house_ 
Ogilvy ditch. 
•3 p.im 
(River, below Ogilvy dam. 
River at mouth. 
Totals. 
32.35 
29. ii 
(. 02 ) 
(1.33) 
3.00 
- 
* Estimated. 
Measurement No. 7—Made by R. E. 
November 9-11, 
November 9. 
River at Gaging Station.. 
Canon ditch. 
Pleasant Valley canai 
Larimer County ditch. 
Jackson ditch. 
Little Cache la Poudre ditch. 
Taylor and Gill ditch. 
New Mercer ditch. 
Fort Collins Water Works (est.j 
Larimer County No. 2 canal.. 
Arthur Irrigating canal. 
November 10. 
Larimer & Weld canal. 
River below L. & W. canal. 
Pioneer ditch. 
Josh Ames ditch. 
Lake canal. 
Coy ditch. 
52.47 
0.48 
4.69 
.... 
0 
.... 
4 83 
. . . • 
• • • • 
0.23 
.... 
. . • • 
1.41 
.... 
.... 
0 
.... 
.... 
.60 
.... 
.... 
1.87 
.... 
0 
.... 
.... 
rrr. 
(0.54) 
.... 
.... 
• • • • 
0.45 
.... 
69.61 
31.25 
7.25 
1.39 
• • • • 
0 
.... 
2.00 
.... 
• . • • 
Trimble and R. Q. Tenney, 
1893. 
Gain 
per 
Mile. 
.... 
.... 
.... 
.... 
.... 
.... 
.... 
.... 
.... 
53.93 
3.51 
4.75 
0.74 
21.03 
;;;; > 
;;;; 
.... 
21.65 
2! 52 
2.40 
1.05 
24.90 
5.97 
3 00 
1.99 
14.36 
21.81 
12.00 
1.82 
2.53 
17.31 
2.50 
6.92 
31.69 
29.16 
3.75 
7.78 
101.65 
38.65 
2.47 
4.31 
