LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F81D-R									Water-Year	1960-1961
Location		ALHAMBRA WASH NEAR KLINGERMAN STREET									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	0.4	0.6	3.4	0.4	0.6	0.6	0.9	0.9	0.9	0.9	0.9	0.9
2	0.6	0.6	10.3	0.4	0.6	0.6	0.9	0.9	0.9	0.6	0.6	0.6
3	0.4	61	0.9	0.6	0.9	0.6	0.9	0.9	0.9	0.6	0.6	0.6
4	0.4	1.1	0.6	0.6	0.6	0.6	1.4	0.6	0.6	0.6	0.6	0.6
5	0.4	93	0.6	0.9	0.6	0.6	1.6	0.9	0.6	0.9	0.6	0.6
6	0.4	47	0.6	0.9	0.4	0.9	3.8	1.1	0.6	0.9	0.4	0.4
7	0.6	1.1	0.6	0.6	0.4	0.9	0.6	0.9	0.4	1.1	0.6	0.6
8	0.6	0.9	0.9	0.6	0.4	0.9	1.1	0.9	0.4	0.9	0.9	0.6
9	1.1	0.9	0.6	0.6	0.6	0.9	0.6	0.9	0.4	0.6	0.6	0.6
10	0.3	0.9	0.6	0.6	0.4	0.9	0.6	0.6	0.3	0.6	0.9	0.6
11	0.4	0.9	0.6	0.6	0.4	0.9	0.6	0.9	0.3	0.9	3.6	0.9
12	0.4	102	0.6	0.6	0.4	0.6	0.9	0.6	0.6	1.1	1.4	1.1
13	0.9	0.9	0.6	0.6	0.6	0.9	0.9	0.6	0.6	1.1	1.4	0.9
14	0.6	0.9	0.6	0.6	0.9	0.9	0.9	0.4	0.6	1.1	0.9	0.9
15	0.4	0.9	0.6	0.6	0.9	54	0.6	0.6	0.6	1.1	0.9	1.1
16	0.3	0.6	0.6	0.6	0.9	0.9	0.4	0.9	0.6	0.9	1.1	1.1
17	0.6	0.6	0.6	0.6	0.9	0.9	0.4	0.6	0.6	0.6	0.9	0.6
18	0.9	0.4	0.6	0.6	0.9	0.6	0.6	0.6	0.6	0.9	1.1	0.9
19	0.6	0.9	0.9	0.9	0.6	0.6	0.6	0.6	0.6	0.9	1.1	1.1
20	0.6	0.4	0.6	0.4	0.6	0.6	0.9	0.6	0.9	0.9	0.6	1.1
21	0.6	0.6	0.6	0.3	0.9	0.6	0.6	0.4	0.9	0.9	0.6	1.1
22	0.6	0.6	0.6	0.3	0.6	0.9	19.1	0.9	0.9	1.1	0.6	0.9
23	0.6	0.4	0.6	0.4	0.6	0.6	0.4	0.9	0.6	0.9	0.4	0.9
24	0.6	0.6	0.6	0.4	0.9	0.9	0.6	1.1	0.6	1.1	0.6	0.9
25	0.6	0.6	0.6	6.4	0.9	5.1	0.6	1.1	0.6	1.4	0.6	0.9
26	0.6	83	0.6	153	0.6	0.4	0.6	1.1	0.9	1.1	0.9	1.1
27	0.6	0.9	0.4	1.1	0.4	0.4	0.6	0.9	0.9	1.1	0.4	1.1
28	0.6	0.9	0.4	0.6	0.6	7.1	0.6	0.9	0.9	1.4	0.4	0.9
29	0.6	0.9	0.4	0.4	-----	0.4	0.9	0.9	0.9	0.9	0.9	0.9
30	0.6	0.9	0.3	0.6	-----	0.6	0.9	0.6	0.9	0.9	1.1	0.9
31	0.6	-----	0.3	0.6	-----	0.9	-----	0.9	-----	0.9	0.9	-----
A	17.5	405	30.8	176.4	18.1	86.3	44.1	24.7	20.1	28.9	27.1	25.4
B	0.6	13.5	1	5.7	0.6	2.8	1.5	0.8	0.7	0.9	0.9	0.8
C	34.7	803.3	61.2	349.9	35.9	171.2	87.5	49	39.9	57.3	53.8	50.4
D	1.1	102	10.3	153	0.9	54	19.1	1.1	0.9	1.4	3.6	1.1
E	0.3	0.4	0.3	0.3	0.4	0.4	0.4	0.4	0.3	0.6	0.4	0.4
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		904.5		Maximum in CFS	153		Maximum Stage 		11/5/60		"1,480.00"	
Mean in CFS		2.5		Minimum in CFS 	0.3		Minimum Stage 					
Total in A.F.		"1,794.00"										

Remarks:

LEGEND: 
