LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F81D-R									Water-Year	1959-1960
Location		ALHAMBRA WASH NEAR KLINGERMAN STREET									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	0.2	2.8	0.4	0.7	109	16	0.6	0.9	0.4	0.4	0.6	0.6
2	0.2	1.1	0.4	0.7	1.7	0.6	0.6	0.4	0.4	0.4	0.9	0.6
3	0.6	0.9	0.4	0.6	0.6	0.4	0.4	0.3	0.6	0.4	0.9	0.4
4	0.6	0.6	0.6	0.6	0.4	0.4	0.6	0.4	0.4	0.6	0.9	0.6
5	1.1	1.4	0.6	0.5	0.4	0.4	1.1	0.4	0.6	0.9	0.9	0.3
6	1.4	1.1	0.3	0.5	0.4	0.4	1.4	0.6	0.4	0.6	0.9	0.3
7	1.4	1.1	0.2	0.4	0.4	0.4	0.9	1.1	0.4	0.9	0.9	0.3
8	1.6	0.6	2.7	0.4	45	0.4	0.4	0.6	0.4	0.9	0.9	0.3
9	1.6	0.9	1.6	2.3	0.3	0.4	0.9	0.9	0.4	0.9	0.9	0.2
10	2.3	0.9	0.9	161	15.3	0.4	0.4	0.9	0.4	0.9	0.9	0.2
11	2.1	1.4	0.4	100	0.6	0.4	0.4	0.9	0.4	0.6	0.9	0.4
12	1.6	0.9	0.3	66	0.6	0.4	0.3	0.4	0.6	0.6	0.9	0.4
13	1.4	1.1	0.1	0.5	0.9	0.4	0.4	0.4	0.6	0.4	1.1	1.1
14	1.1	1.6	0.2	37	0.9	0.4	0.4	0.4	0.9	0.6	0.9	0.9
15	1.1	0.4	0.4	45	0.6	0.4	0.6	0.4	0.9	0.9	0.9	0.6
16	1.4	0.3	1.1	0.6	0.4	0.6	0.6	0.4	0.9	0.6	0.9	0.9
17	1.1	0.6	1.1	0.6	0.4	0.6	0.4	0.4	0.6	0.6	0.9	0.9
18	0.6	0.6	0.9	1.3	0.4	0.6	0.6	0.4	0.4	0.6	0.9	0.6
19	0.9	0.3	1.1	0.6	0.4	0.6	0.9	0.4	0.4	0.6	0.9	0.9
20	0.4	0.9	5.7	0.6	0.4	0.6	0.9	0.4	0.6	0.9	0.9	0.6
21	0.3	0.3	29	0.6	0.4	0.6	0.6	0.4	0.6	0.4	0.9	0.6
22	0.3	0.3	2.1	0.6	0.4	0.6	0.4	0.4	0.4	0.3	0.9	0.9
23	0.3	0.3	0.9	0.6	0.6	0.6	0.6	0.6	0.4	0.3	0.6	0.6
24	0.3	0.4	161	0.6	0.6	0.6	0.3	0.6	0.4	0.6	0.6	0.4
25	0.1	0.4	11	27	0.6	0.6	0.3	0.6	0.4	0.9	0.4	0.6
26	0.3	0.6	1	1.3	0.9	0.4	17.4	0.4	0.3	0.6	0.6	0.6
27	1.4	0.6	1	0.7	0.4	3.2	200	0.6	0.4	0.6	0.4	0.4
28	0.2	0.9	0.9	0.7	27	19.3	3.5	0.4	0.3	0.6	0.4	0.4
29	0.6	0.6	0.9	0.7	47	0.4	0.9	0.4	0.3	0.6	1.4	0.4
30	0.4	0.6	0.8	0.6	-----	0.4	0.9	0.4	0.4	0.4	0.6	0.6
31	0.4	-----	0.8	0.6	-----	0.4	-----	0.4	-----	0.4	0.4	-----
A	27.3	24.5	228.8	453.9	257	51.9	237.7	16.2	14.6	19	25.1	16.6
B	0.9	0.8	7.4	14.6	8.9	1.7	7.9	0.5	0.5	0.6	0.8	0.6
C	54.1	48.6	453.8	900.3	509.8	102.9	471.5	32.1	29	37.7	49.8	32.9
D	2.3	2.8	161	161	109	19.3	200	1.1	0.9	0.9	1.4	1.1
E	0.1	0.3	0.1	0.4	0.3	0.4	0.3	0.3	0.3	0.3	0.4	0.2
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		"1,372.60"		Maximum in CFS	200		Maximum Stage 		1/11/60		"1,710.00"	
Mean in CFS		3.8		Minimum in CFS 	0.1		Minimum Stage 					
Total in A.F.		"2,722.50"										

Remarks:

LEGEND: 
