Table 11. Daily
mean discharge, East Branch Delaware River at Downsville, New York (station
number 01417000) for year ending November 30, 2002 [All values except total in cubic feet per second, ft3/s; total in cubic feet per second days, (ft3/s)-d] |
||||||||||||
DAY |
DEC |
JAN |
FEB |
MAR |
APR |
MAY |
JUN |
JUL |
AUG |
SEP |
OCT |
NOV |
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
195 |
7.3 |
6.2 |
6.5 |
7.1 |
19 |
21 |
121 |
139 |
82 |
51 |
43 |
2 |
39 |
7.3 |
6.0 |
6.6 |
7.0 |
20 |
21 |
121 |
137 |
82 |
46 |
43 |
3 |
39 |
7.3 |
6.1 |
7.0 |
7.0 |
20 |
21 |
121 |
118 |
70 |
45 |
43 |
4 |
39 |
7.3 |
6.1 |
6.7 |
6.9 |
20 |
21 |
112 |
103 |
59 |
45 |
43 |
5 |
38 |
7.3 |
6.1 |
6.7 |
6.8 |
20 |
21 |
95 |
102 |
62 |
44 |
43 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6 |
113 |
7.5 |
6.1 |
6.8 |
6.5 |
20 |
22 |
87 |
93 |
63 |
44 |
43 |
7 |
145 |
7.5 |
6.1 |
6.8 |
6.5 |
20 |
22 |
87 |
87 |
83 |
44 |
43 |
8 |
37 |
7.3 |
6.1 |
6.8 |
15 |
20 |
21 |
87 |
87 |
112 |
44 |
43 |
9 |
161 |
7.3 |
6.1 |
6.8 |
20 |
20 |
21 |
99 |
87 |
120 |
44 |
43 |
10 |
192 |
7.0 |
6.5 |
6.9 |
20 |
20 |
21 |
90 |
87 |
119 |
44 |
43 |
|
|
|
|
|
|
|
|
|
|
|
|
|
11 |
42 |
6.5 |
7.2 |
6.8 |
20 |
20 |
31 |
90 |
102 |
90 |
45 |
43 |
12 |
42 |
6.5 |
6.7 |
6.8 |
20 |
20 |
73 |
89 |
137 |
60 |
45 |
44 |
13 |
36 |
6.4 |
6.7 |
6.8 |
20 |
20 |
89 |
87 |
145 |
62 |
45 |
43 |
14 |
30 |
6.3 |
6.5 |
6.8 |
20 |
20 |
90 |
87 |
144 |
63 |
45 |
42 |
15 |
30 |
6.3 |
6.5 |
6.8 |
21 |
20 |
90 |
95 |
135 |
63 |
45 |
42 |
|
|
|
|
|
|
|
|
|
|
|
|
|
16 |
30 |
6.3 |
6.5 |
7.0 |
19 |
20 |
90 |
111 |
110 |
63 |
44 |
42 |
17 |
31 |
6.3 |
6.5 |
6.8 |
21 |
20 |
90 |
119 |
95 |
63 |
43 |
43 |
18 |
31 |
6.3 |
6.5 |
6.9 |
21 |
21 |
90 |
119 |
88 |
63 |
43 |
42 |
19 |
22 |
6.3 |
6.5 |
7.0 |
20 |
21 |
92 |
111 |
82 |
63 |
43 |
41 |
20 |
8.1 |
6.3 |
6.6 |
7.1 |
20 |
21 |
90 |
95 |
84 |
63 |
43 |
44 |
|
|
|
|
|
|
|
|
|
|
|
|
|
21 |
7.9 |
6.1 |
6.8 |
7.1 |
20 |
21 |
90 |
97 |
92 |
63 |
42 |
41 |
22 |
7.8 |
5.8 |
6.7 |
7.0 |
20 |
21 |
90 |
103 |
98 |
65 |
42 |
41 |
23 |
7.8 |
5.8 |
6.6 |
7.0 |
20 |
21 |
90 |
98 |
93 |
65 |
43 |
41 |
24 |
7.8 |
6.0 |
6.5 |
7.1 |
20 |
21 |
90 |
86 |
83 |
65 |
43 |
41 |
25 |
7.8 |
5.9 |
6.5 |
6.8 |
20 |
21 |
98 |
87 |
80 |
65 |
43 |
41 |
|
|
|
|
|
|
|
|
|
|
|
|
|
26 |
7.7 |
5.8 |
6.5 |
7.0 |
19 |
21 |
109 |
87 |
80 |
65 |
43 |
41 |
27 |
7.6 |
5.8 |
6.7 |
7.3 |
19 |
21 |
103 |
102 |
81 |
65 |
43 |
40 |
28 |
7.5 |
5.8 |
6.6 |
7.0 |
20 |
21 |
90 |
101 |
82 |
65 |
43 |
40 |
29 |
7.4 |
5.8 |
|
7.0 |
19 |
21 |
94 |
101 |
82 |
64 |
43 |
40 |
30 |
7.3 |
6.2 |
|
7.0 |
19 |
21 |
111 |
100 |
82 |
63 |
43 |
40 |
31 |
7.3 |
6.1 |
|
7.0 |
|
21 |
|
117 |
82 |
|
43 |
|
Total |
1,384 |
202 |
180 |
214 |
501 |
633 |
2,002 |
3,102 |
3,097 |
2,150 |
1,363 |
1,262 |
Mean |
44.6 |
6.51 |
6.45 |
6.89 |
16.7 |
20.4 |
66.7 |
100 |
99.9 |
71.7 |
44.0 |
42.1 |
Year total 16,090 (ft3/s)-d Mean 44.1 ft3/s |