LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F304-R									Water-Year	1971-1972
Location		WALNUT CREEK AT PUENTE AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	0.6	0.4	0.4	0.4	0.6	0.2	0.2	2.1	0.2	0.2	0.4	0.1
2	0.4	0.2	0.6	0.4	1.2	0.2	0.2	0.9	0.2	0.2	0.4	0.1
3	0.4	0.2	0.6	0.4	0.9	0.4	0.4	0.6	0.2	0.2	0.2	2.7
4	0.4	0.2	0.2	0.4	0.4	0.6	0.2	0.4	0.4	0.2	0.2	0.2
5	0.4	0.2	0.1	0.2	1.2	0.4	0.4	0.4	0.4	0.4	0.2	0.2
6	0.6	0.2	0.1	0.2	0.9	0.6	0.4	0.4	0.4	0.2	0.2	0
7	0.4	0.2	0	0.2	0.9	0.6	0.4	0.9	1.2	0.4	0.1	0
8	0.6	0.2	0	0.1	0.6	0.6	0.6	0.2	0.4	0.4	0.1	0
9	0.6	0.2	0.1	0.2	0.6	0.4	0.4	0.4	0.2	0.2	0.1	0
10	0.4	0.2	0.1	0.1	0.6	0.4	0.6	0.2	0.4	0.2	0	0.1
11	0.4	0.4	0.1	0.2	0.4	0.6	0.6	0.2	0.1	0.2	0	0
12	0.4	28	0.6	0.2	0.4	0.4	0.6	0.2	0.1	0.2	46	0
13	0.6	0.4	0.6	0.4	0.4	0.4	0.6	0.4	0.2	0.2	0.1	0
14	0.4	0.2	0.2	0.4	0.6	0.4	0.4	0.2	0.1	0.2	0.1	0
15	0.6	0.1	0.2	0.4	0.6	0.9	0.6	0.2	0.1	0.2	0.1	0
16	1.2	0.1	0.2	0.2	0.6	0.4	0.9	0.2	0.2	0.1	0.1	0
17	1.2	0.1	0.4	0.4	0.6	0.6	0.4	0.4	0.1	0.1	0.1	0
18	0.9	0.1	0.2	0.6	0.6	0.6	2.1	0.2	0.2	0.1	0.1	0
19	0.2	0.1	0.4	0.4	0.6	0.6	7.5	0.9	0.1	0.1	0.1	0
20	0.2	0.1	0.2	0.6	0.4	0.6	2.1	0.6	0.2	0.1	0.1	0
21	0.2	0.1	0.2	0.4	0.6	0.9	2.1	0.1	0.1	0.1	0.1	0
22	0.2	0.1	123	0.4	0.6	0.6	2.1	0.1	0.2	0.1	0.1	0
23	0.1	0.1	1.2	0.4	0.4	0.6	2.1	0.2	0.1	0.1	0.2	0
24	184	0.2	546	0.2	0.4	0.4	2.7	0.1	0.1	0.1	0.4	0
25	1.6	0.4	110	0.2	0.4	0.6	2.1	0.1	0.2	0.1	0.1	0
26	0.6	0.4	5.6	0.2	0.4	0.6	2.1	0.2	0.2	0.1	0.1	0
27	0.2	0.4	259	0.2	0.4	0.4	1.6	0.2	0.2	0.1	0.1	0
28	0.2	0.6	60	0.2	0.4	0.6	1.6	0.1	0.4	0.1	0.1	0
29	0.4	0.4	4	0.4	0.4	0.4	2.1	0.1	0.4	0.2	0.1	0
30	0.1	0.4	1.2	0.2	-----	0.4	2.1	0.1	0.4	0.2	0.1	0
31	0.1	-----	0.9	0.4	-----	0.4	-----	0.1	-----	0.2	0.1	-----
A	198.6	34.9	"1,116.40"	9.6	17.1	15.8	40.2	11.4	7.5	5.5	50.2	3.4
B	6.4	1.2	36	0.3	0.6	0.5	1.3	0.4	0.3	0.2	1.6	0.1
C	393.9	69.2	"2,214.30"	19	33.9	31.3	79.7	22.6	14.9	10.9	99.6	6.7
D	184	28	546	0.6	1.2	0.9	7.5	2.1	1.2	0.4	46	2.7
E	0.1	0.1	0	0.1	0.4	0.2	0.2	0.1	0.1	0.1	0	0
NOTE:	A - Total in CFS		B - Mean Flow in CFS			C - Total in A.F.		D - Maximum in CFS			E - Minimum in CFS	

Annual Data							Instantaneous		Date	Time	Flow in CFS	
Total in CFS		"1,510.60"		Maximum in CFS	546		Maximum Stage 		12/24/72		"2,650.00"	
Mean in CFS		4.1		Minimum in CFS 	0		Minimum Stage 					
Total in A.F.		"2,996.20"										

Remarks:

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