LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F81D-R									Water-Year	1971-1972
Location		ALHAMBRA WASH NEAR KLINGERMAN STREET									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	1	1	2.8	0.9	0.6	0.9	0.9	1.1	1.1	1.1	0.4	1.4
2	1.1	1	9.8	0.6	0.6	0.6	0.9	0.9	1.1	0.9	0.4	1.6
3	1.2	1	3.3	0.9	0.4	0.9	0.9	0.9	1.1	0.9	0.4	1.8
4	1.3	1	0.6	0.6	0.6	1.1	0.9	0.9	1.1	0.9	0.4	1.6
5	1.4	1	0.4	0.4	1.9	1.1	0.6	0.9	0.9	0.6	0.6	0.9
6	1.5	1	0.6	0.4	0.9	0.9	0.6	1.1	0.6	0.6	0.6	1.4
7	1.3	1	0.9	0.4	0.9	1.6	0.4	1.1	22	0.6	0.6	1.1
8	1.2	1	1.6	0.4	0.9	1.1	0.6	0.9	1.8	0.4	0.6	1.1
9	1.1	1	1.4	0.4	0.6	1.1	0.6	0.6	0.4	0.3	0.6	1.4
10	1	1.5	1.6	0.4	0.9	1.1	0.4	0.9	0.4	0.3	0.9	1.4
11	1	1.5	0.4	0.6	1.1	1.4	0.6	0.9	0.4	0.3	0.9	0.9
12	1	39	0.4	0.6	0.9	1.1	0.4	1.1	0.4	0.4	47	0.9
13	1	1.5	10.8	0.6	1.1	1.1	0.4	0.9	0.4	0.3	1.4	0.9
14	1	1.5	1.1	0.6	1.1	1.1	0.4	1.1	0.3	0.3	1.1	0.9
15	1	1.5	1.1	0.6	1.1	1.1	0.4	0.9	0.4	0.4	1.1	0.9
16	19.7	1.5	0.9	0.6	1.1	1.1	0.6	0.9	0.6	0.4	1.4	0.9
17	1	2.8	0.9	0.9	1.1	1.1	0.6	0.4	0.6	0.4	1.6	0.9
18	1	2.6	0.9	1.6	1.1	1.1	0.6	0.6	0.6	0.4	1.6	0.6
19	1	3.4	0.9	1.1	1.1	1.1	9.3	0.9	0.6	0.4	1.6	0.6
20	1	4	0.9	0.9	1.1	1.1	0.9	0.6	0.9	0.4	1.4	0.6
21	1	2.3	1.1	0.9	0.9	1.1	0.4	0.9	1.1	1.6	1.1	0.6
22	1	2.3	152	0.9	0.9	0.9	0.4	0.6	0.9	2.8	1.1	0.6
23	1	2.1	2.1	0.9	0.9	0.9	0.4	0.9	0.9	1.6	1.1	0.6
24	12	2.1	449	0.6	0.9	0.9	0.4	0.9	1.1	1.1	1.4	0.6
25	1	1.8	93.1	0.6	0.9	1.1	0.4	0.6	0.9	1.1	1.4	0.6
26	1	1.8	4.1	0.9	1.1	1.1	0.6	0.9	0.6	0.9	1.4	0.6
27	1	1.8	282	0.9	1.4	0.9	0.9	0.9	0.4	0.9	1.4	0.6
28	1	2.1	48.3	0.6	1.1	0.9	0.6	0.9	0.4	0.6	1.1	0.6
29	1	2.3	1.1	0.4	0	0.9	0.6	0.9	0.6	0.4	1.1	0.6
30	1	1.8	0.6	0.4	-----	1.1	0.9	0.9	0.9	0.4	1.4	0.6
31	1	-----	0.9	0.4	-----	0.9	-----	1.1	-----	0.6	1.4	-----
A	62.8	90.2	"1,075.60"	21	27.2	32.4	26.6	27.1	43.5	22.3	78.5	27.8
B	2	3	34.7	0.7	0.9	1	0.9	0.9	1.5	0.7	2.5	0.9
C	124.6	178.9	"2,133.40"	41.7	54	64.3	52.8	53.8	86.3	44.2	155.7	55.1
D	19.7	39	449	1.6	1.9	1.6	9.3	1.1	22	2.8	47	1.8
E	1	1	0.4	0.4	0	0.6	0.4	0.4	0.3	0.3	0.4	0.6
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		"1,535.00"		Maximum in CFS	449		Maximum Stage 		12/24/71		"2,000.00"	
Mean in CFS		4.1		Minimum in CFS 	0		Minimum Stage 					
Total in A.F.		"3,044.60"										

Remarks:

LEGEND: 
