LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F304-R									Water-Year	1973-1974
Location		WALNUT CREEK AT PUENTE AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	0.2	0.9	16.3	9.7	0.6	1.2	7.5	2.1	1.6	1.6	0.9	1.6
2	0.9	0.4	2.1	1.2	0.9	84	64	2.1	2.1	1.6	1.6	1.2
3	0.6	0.4	1.2	0.6	0.6	8.8	1.6	2.1	2.1	1.2	1.6	1.2
4	0.4	0.2	1.2	342	0.6	1.2	1.6	1.6	2.7	1.6	1.6	0.9
5	0.4	0.4	2.1	70	1.2	1.2	2.1	10.2	1.6	1.6	1.2	1.2
6	0.6	0.6	2.1	345	0.9	0.9	2.1	1.2	1.2	2.1	0.9	1.2
7	0.4	0.6	1.6	749	0.6	73	2.1	1.2	0.9	1.6	3.3	1.2
8	0.2	0.6	0.9	144	0.6	248	1.6	0.6	1.6	1.6	1.6	0.9
9	0.4	0.9	0.6	8.6	1.2	2.7	1.2	0.9	2.1	0.9	0.9	1.2
10	0.4	0.9	0.6	10.7	0.9	2.1	2.1	0.6	2.7	1.2	2.1	0.6
11	0.2	0.9	0.6	40	0.9	1.6	1.6	0.9	2.1	0.9	1.6	2.7
12	0.2	0.6	0.6	40	0.9	2.1	2.1	1.2	1.6	0.9	1.6	0.9
13	0.4	0.6	1.6	45	0.9	1.6	1.6	0.6	2.7	2.1	1.2	1.2
14	0.2	0.4	0.9	45	1.2	0.9	2.7	0.9	1.6	2.1	0.9	2.1
15	0.2	0.9	1.6	40	0.9	0.9	1.2	0.6	2.7	1.6	1.2	1.6
16	0.4	0.9	1.6	47	0.9	1.6	2.1	0.6	2.7	0.9	1.2	1.2
17	0.4	24	1.2	42	1.2	1.6	2.1	0.6	2.1	0.9	1.2	0.9
18	0.4	86	1.6	1.2	1.2	0.9	2.1	0.6	2.1	0.9	1.2	0.6
19	0.4	2.7	0.6	1.2	1.2	0.9	1.6	0.6	2.7	1.2	1.9	0.6
20	0.4	2.1	0.4	14.4	0.9	1.2	2.1	0.6	2.1	1.2	1.2	0.9
21	0.6	2.1	0.9	1.2	0.9	1.2	2.7	0.6	2.7	1.6	1.2	0.6
22	0.9	74	6.1	14.1	0.9	0.6	2.7	0.9	2.7	0.9	1.2	0.9
23	0.9	16.5	0.6	37	0.9	0.9	2.1	0.6	3.3	0.9	1.2	0.6
24	0.6	3.3	0.9	7.9	0.6	0.9	2.7	0.9	2.7	1.2	0.9	0.2
25	0.2	1.2	0.9	42	0.6	0.9	1.6	1.2	2.1	1.2	1.2	0.2
26	0.1	2.7	1.2	45	0.9	1.2	1.6	2.1	2.7	1.2	1.2	0.4
27	0.1	2.1	1.2	45	1.2	15.9	1.6	2.1	1.6	0.9	0.6	0.2
28	0.1	1.6	1.6	27	6.5	1.2	1.2	2.1	1.6	1.2	0.9	0.1
29	0.2	1.6	1.2	1.2	-----	1.2	1.6	2.1	2.7	0.9	1.2	0.4
30	0.9	1.6	2.7	0.9	-----	1.6	1.6	2.1	1.6	2.1	1.2	0.6
31	0.9	-----	2.7	0.6	-----	1.2	-----	3.3	-----	1.2	1.2	-----
A	13.2	231.7	59.4	"2,218.50"	30.8	463.2	124.5	47.8	64.7	41	40.9	28.1
B	0.4	7.7	1.9	71.6	1.1	14.9	4.2	1.5	2.2	1.3	1.3	0.9
C	26.2	459.6	117.8	"4,400.30"	61.1	918.7	246.9	94.8	128.3	81.3	81.1	55.7
D	0.9	86	16.3	749	6.5	248	64	10.2	3.3	2.1	3.3	2.7
E	0.1	0.2	0.4	0.6	0.6	0.6	1.2	0.6	0.9	0.9	0.6	0.1
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		"3,363.80"		Maximum in CFS	749		Maximum Stage 		1/7/74		"2,020.00"	
Mean in CFS		9.1		Minimum in CFS 	0.1		Minimum Stage 					
Total in A.F.		"6,672.00"										

Remarks:

LEGEND: 
