Whittier Narrows Dam is a flood control and water conservation project constructed and operated by the U.S. Army Corps of Engineers, Los Angeles District. Construction of the project was completed in 1957. The project is located, as its name implies, at the "Whittier Narrows". The Whittier Narrows is a natural gap in the hills that form the southern boundary of the San Gabriel Valley. The Rio Hondo and the San Gabriel River flow through this gap and are impounded by the reservoir. The Pomona (60) freeway passes through the reservoir flood control basin and the San Gabriel (605) freeway passes along the eastern boundary of the basin. Authorization for the project construction is contained in the Flood Control Act of 18 August 1941 (PL 77-228) and the initial funds for construction were provided in the 1949 Appropriations Bill.
Whittier Narrows Dam provides temporary water conservation storage and is also the central element of the Los Angeles County Drainage Area (LACDA) flood control system. The purpose of the project is to collect runoff from the uncontrolled drainage areas upstream along with releases into the San Gabriel River from Santa Fe Dam. Inflow into the reservoir from rainfall runoff can be temporarily stored in a water conservation pool and discharged at the groundwater recharge capacity of the spreading grounds along the Rio Hondo or the bed of the San Gabriel River downstream. The Rio Hondo and San Gabriel sides of the reservoir each have their own water conservation pools, although water conservation activities largely takes place on the Rio Hondo side of the project. As the water levels in the reservoir rise above the maximum elevation of the water conservation pool regulation of the dam switches over from water conservation to flood risk management where discharge from the dam may be increased to maintain sufficient flood runoff storage behind the dam. The current capacity immediately downstream of the dam is 40,000 cfs. If the pool in the reservoir exceeds flood control storage (pool elevation greater than 228.5 ft, NGVD (69.6 meters), the gates on the San Gabriel River outlet begin to open automatically and uncontrolled spillway flow discharge will occur into the San Gabriel River.
The Rio Hondo outlet has has four main outlet passages plus a small diversion passage. The San Gabriel outlet has nine large gates installed on top of a spillway. Dimensions are furnished in the table below.
The "stand-by" position of the gates on the Rio Hondo outlet is to have three of the gates wide open and one gate set to an opening of 2.6 feet (0.79m). On the San Gabriel side one gate is normally open about 0.5 feet (0.15 meters) with all other gates being closed. The reservoir is normally empty, and when it receives rainfall runoff, two pools form, one at the Rio Hondo side and the other at the San Gabriel side, which are also separated by a bike path/weir. This bike path/weir, also called the "cross-over weir" is exceeded when the pool elevation on the San Gabriel side exceeds 208 ft, NGVD, then flows over to the Rio Hondo side of the reservoir. During normal drier times, the natural flow to each river normally passes through their respective outlets unhindered.
During the initial stages of a flood event, the gates on the Rio Hondo side are partially closed to build a water conservation pool. As long as the pool on the Rio Hondo side of the reservoir is below elevation 201.6 feet (61.4 meters) NGVD, releases are made to accommodate the capacity of the spreading grounds downstream along the Rio Hondo. The spreading grounds are operated by the Los Angeles County Department of Public Works to recharge the groundwater basin. Flow reaches the spreading grounds either directly by way of the diversion passage in the outlet works or is diverted by a structure in the Rio Hondo downstream of the dam. Both the diversion passage direct from the dam and the diversion structure in the Rio Hondo are operated by the county.
The capacity of the Rio Hondo downstream from Whittier Narrows Dam is approximately 40,000 cfs (1,133 cms). The capacity of the Los Angeles River downstream of its confluence with the Rio Hondo is approximately 164,000 cfs (4,644 cms), and the capacity of the San Gabriel River downstream of the dam is approximately 13,100 cfs(371 cms).
The current approved water control manual for Whittier Narrows Dam is dated October 1957.
Operational Objectives
Regional Flood Control, Water Conservation
Completion Date
Jun-1957
Stream System
Rio Hondo & San Gabriel River
LACDA
Drainage Area
554
mi2
1434.85
km2
Significant Upstream Flood Control Facilities
Santa Fe Dam
USCOE
DSAC Rating
2
Reservoir
Elevation
Water conservation pool (Rio Hondo)
201.6
ft, NGVD
61.45
m
Water conservation pool (San Gabriel)
213.5
ft, NGVD
65.07
m
Flood control pool
228.5
ft, NGVD
69.65
m
Top of gates (gates closed)
229
ft, NGVD
69.80
m
Top of dam
239
ft, NGVD
72.85
m
Area1
Water conservation (Rio Hondo)
280
acres
1133119.80
m2
Water conservation (San Gabriel)
71
acres
287326.81
m2
Flood control
2,241
acres
9069005.24
m2
Top of dam
3,455
acres
13981888.93
m2
Capacity, Gross 1
Water conservation (Rio Hondo)
2,462
AF
3.04
MCM
Water conservation (San Gabriel)
387
AF
0.48
MCM
Flood control pool
33,465
AF
41.28
MCM
Top of gates (gates closed)
34,596
AF
42.67
MCM
Top of dam
63,512
AF
78.34
MCM
Allowance for sediment
0
AF
0.00
MCM
Dam Type
Earthfill
Height above original streambed
56
ft
17.07
m
Top length
16,960
ft
5169.41
m
Top width
16
ft
4.88
m
Outlets - Rio Hondo
Type of gates
Tainter, with motor driven chain lift
Number and size of gates
4 - 30'W x 20'H
ft
4 - 9.14W x 6.10H
m
Size of outlets
30'W x 19'H
ft
9.14W x 5.79H
m
Gate sill elevation
184
ft, NGVD
56.08
m
Revised downstream channel
capacity2
36,500
cfs
1033.56
cms
Maximum discharge capacity4 (el. 229.0)
74,700
cfs
2115.27
cms
Spillway - San Gabriel
Type of gates
Counter-weighted Tainter w/ automatic hydraulic
operation & motor driven chain
Number and size of gates
9 - 50'W x 29'H
Gate sill elevation
200
ft, NGVD
60.96
m
Water surface elev. when gates
begin to raise - are fully open
228.5 - 233.5
ft, NGVD
69.6-71.2
m
Top of gates (gates closed)
elevation
229
ft, NGVD
69.80
m
Downstream channel capacity
13,500
cfs
382.28
cms
Discharge at design surcharge4 (el. 234.0)
251,000
cfs
7107.53
cms
Maximum discharge capacity4 (el. 239.0)
308,000
cfs
8721.59
cms
Reservoir Design Flood
Duration (inflow)
4
days
Total volume (excluding
baseflow)
198,000
AF
244.23
MCM
Inflow peak
70,000
cfs
1982.18
cms
Revised Spillway Design Flood3
Duration (Inflow)
4
days
Total volume (including
baseflow)
774,100
AF
954.84
MCM
Inflow peak
393,600
cfs
11145.51
cms
Maximum water surface elevation
239+ (overtopped)
Historic Maximums
(Date)
San Gabriel: Maximum
release
11,000 (2-17-1980)
cfs
311.49
cms
Maximum water surface elevation
216.65 (1-10-1995)
ft, NGVD
66.03
m
Rio Hondo: Maximum
release
38,8005 (1-25-1969)
cfs
1098.69
cms
Maximum water surface elevation
213.55 (1-25-1969)
ft, NGVD
65.09
m
Footnotes:
1. Based on August 1995 Survey
2. LACDA Feasibility Study Hydrology Appendix,
December 1991
3. Whittier Narrows Dam PMF Update, September
2009
4. Reservoir Regulation Manual,
Whittier Narrows Flood-Control Reservoir,
October 1957.
5. Per USGS d/s gage
6. MCM = million cubic meters
7. cfs = cubic feet per second
8. cms = cubic meters per second
9. sm = square meters
Last Updated on 6 February 2018