WSP04265

• File Number: 8111.820
• Description: Arkansas River Compact Administration - John Martin Reservoir
• Basin: Arkansas
• Date: 1/1/1980
• Author: ARCA
• Title: John Martin Data Sheets
• Water Supply Pro - Doc Type: Data

------

":,:

;;, :::'~.~:~.':~.:'

- --~----'--~"----.,

. C'-..

--~""'---~~'-~----

'.L. _ .._ ~

~~ " --

l!STUlATED EFFECTS OF TRINIDAD RESERVOIR
011 INFLOII AND SEDIMENT DEPOSITION
AT JOHll JlARTIN RESERVOIR
(From ~tud.elS of U. S. Bureau of Reclamation and Corps of Engineers)
(1) (2) 0) (4) (5) (6) (7) (8) (9) (10) (ll)
Flood Control ~eration ": arrigation Operation (b) Per Cent . . Sediment Per 'Cent (
, ,
Additional l.d i tional Net Inflovl to Inflow Sediment Inflow to Sediment "
-.:-oni.... Diversion Chann,el Overflow Depletions Channel Depletion John Martin Reduction Reduction John Martin Reduction
pact Opportunity Loss Loss ip Project Los's 1 + 4 - Without Due to Due to Without . Due to
Ye~ in Project Area Prevented Prewnted . Area Prevented (2+3+5) Trini.dad Res. Trinidad Res. Trinidad Res. Trinidad Res. Trinidad Res.
(AF) (AF) (AP) (AF) (AF) .J& (1000 AF) (AF) (AF at 70#/Cu.ft.)
~ --.-
I
1925 620 160 600 700 400 160 192.8 0.1 6 3300 - 0.2
26 50 10 900 500. 440 137.1 0.3 1 1000 0.1
27 1260 320 760 0 0 180 382.9 0.1 7 9100 0.1
28 (a) 200 50 6900 1900 5150 266.3 1.9 161 3600 4.5
29 560 rho 300 100 62C{ 253.1 0.2 10 5400 0.2
1930 40 10 0 0 30 185.1 0 1 3500 ff
31 60 10 1700 600 1150 100.1 1.2 5 600 . ,0 . If-
32 880 220 106 roo 660 118.0 0.6 0 0 1", ,:
33 1390 350 800 ,400 1440 .215.0 0.7 25 2300 " " ~.--
34 150- 40 rooo 600 51C{ 90.6 0.6 0 0 0
.935 2410', 600 . 800 600 2010 179.6 1.1 32 1500 2.1'{",.
36 1260 320 0 0 949 .280_6 0.3 18 4200 0.4'
37 660 160 200 100 m 161.4 c.4 9 1200 0.8
3d 330 80 0 0 183.7 . C.1 3 1300 0.2
39 0 0 3900 2400 15~0 136.9 1.1 1 100 1.0
940 150 40 200 100 ~ 0 97.9 0.2 0 0 0
41 10 I) 1700 700 1010 331.9 0.3 0 4400 0
42 (a) 130 36 3500 36500 10300 22800 1402.2 1.6 1275 28400 4,5
L3 0 q - 5300 - 16~ 3100 150~ - 2.5 2 300 - ,0.1'-,_;
44 0 0 200 10 J;OO 313.5 0 0 3800 0
'4~ C{ 0 100 0 :i,oo 180.8 0.1 0 2100 0
46 260. 6Q 200 1.00 2~~ 97.1 0.3 5 300 1.7
L7 0 0 3400 1300 439_6 0.5 27 5800 0.5
LS (a) 40 2;~ 18900 6100 12~30 392.9 3.3 282 390C 7.2
49 0 2000 1100 .00 252.0 0.... 1 3400 0
50 850 0 0 ~~ 154.9 0.4 27 2500 1.1.
51 rho 200 100 167.2 0.1 2 1860 0.1 ..
52 520 1)0 800 400 790 138.3 0.6 7 1050 0.7
53 560 rho 6qo 400 620 158.1 " J. ,
~