Water and Power Associates Informing the Public about Critical Water and Energy Issues facing Los Angeles and California

First Los Angeles Aqueduct and Mono Basin Extension

The First Los Angeles Aqueduct was completed in 1913, delivering water 233 miles from the Owens River to Los Angeles. In the 1930s, the Department of Water and Power did initiate efforts to acquire water from the Mono Basin, resulting in the Mono Basin Extension, which was completed in 1941 and increased the total aqueduct system length to 338 miles. This extension allowed the city to tap additional Eastern Sierra sources, including streams flowing into Mono Lake.

Conception of the Second Los Angeles Aqueduct

The original aqueduct system often operated at capacity when runoff was sufficient, but there were times of surplus and drought. The Mono Basin Extension helped ensure full-capacity operation even during dry periods. However, the city’s water rights filings and the capacity of the Mono Basin Extension exceeded what the original aqueduct could deliver, prompting consideration of a second aqueduct to fully utilize these entitlements.

By the late 1960s, Los Angeles could not divert its full Mono Basin entitlement on a long-term basis without additional conveyance, and state agencies encouraged the city to act or risk losing water rights. The 1963 U.S. Supreme Court decision in Arizona v. California further reduced Los Angeles’s access to Colorado River water, making Eastern Sierra water more attractive due to both quantity and quality, and lower delivery costs compared to Metropolitan Water District imports.

Construction of the Second Aqueduct

The Second Los Angeles Aqueduct, managed by the Los Angeles Department of Water and Power and primarily constructed by private contractors, began construction in 1965 and was completed in 1970 at a cost of $89 million. Starting at Haiwee Reservoir just south of the Owens dry lake bed, the new aqueduct was designed to be shorter and half as wide as Mulholland’s original aqueduct, making it easier to build due to advancements in construction equipment and the lower cost of steel pipe at the time.

Historical Notes

When it became operational in 1970, the Second Aqueduct increased the city’s water delivery capacity by about 50%, effectively doubling the amount of water that could be transported to Los Angeles compared to the original system. This expansion was crucial for the city to secure and fully utilize its permitted water rights from the Owens Valley and Mono Basin, ensuring a more reliable and robust water supply to meet the growing needs of Los Angeles.

The increased flows provided by the second aqueduct lasted only from 1971 through 1988.  In 1974 the environmental consequences of the higher exports were first being recognized in the Mono Basin and Owens Valley. This was followed by a series of court ordered restrictions imposed on water exports, which resulted in Los Angeles losing water.  In 2005, the Los Angeles Urban Water Management Report reported that forty to fifty percent of the aqueduct's historical supply is now devoted to ecological resources in Mono and Inyo counties.

Historical Notes

The Second Aqueduct Cascades start about 350 feet higher in elevation than the original Los Angeles Aqueduct Cascades. This elevation difference allows the second system to generate additional hydroelectric power and manage water flow more effectively as it enters the Los Angeles Basin.

Historical Notes

The surge tank at the top of the Second Los Angeles Aqueduct cascades is designed to manage sudden changes in water pressure as water descends steeply through the penstock toward the hydroelectric plant and the Sylmar Cascades. By acting as a buffer, the surge tank absorbs excess pressure during rapid flow changes—such as when valves are quickly closed or opened—thereby preventing potentially damaging hydraulic shocks, known as water hammer, within the aqueduct system. This mechanism protects both the pipeline and hydroelectric infrastructure, ensuring stable and controlled water delivery to Los Angeles.

There are two hydroelectric plants located in close proximity to their respective cascades, each being fed by water through penstocks running parallel to the cascades. The original San Fernando Power Plant is situated at the bottom of the original Los Angeles Aqueduct Cascades, within the Van Norman Complex, where the aqueduct makes its final descent into the Los Angeles Basin. Similarly, the Foothill Hydroelectric Power Plant, associated with the Second Los Angeles Aqueduct, is located near the top of Terminal Hill and adjacent to the Second Aqueduct Cascades, which start about 350 feet higher in elevation than the original cascades. Both plants utilize these penstocks to channel water for power generation, integrating closely with the cascades' water flow and hydraulic design.

Historical Notes

Water flows down the cascades of both the original and Second Los Angeles Aqueducts mainly when their respective hydroelectric power plants are offline for maintenance or when excess water exceeds the plants’ capacity. Normally, water is directed through penstocks to the San Fernando Power Plant (original aqueduct) and the Foothill Power Plant (second aqueduct), where it generates electricity before entering the reservoir system. When the plants cannot process the full flow, water is safely diverted to spill down the cascades, providing a controlled release and preventing system overload.

Conversely, when the hydroelectric plants are online and able to handle the full volume of incoming water, most or all of the water bypasses the cascades and is routed directly through the penstocks for power generation before entering storage reservoirs. Thus, the cascades serve as an overflow or bypass channel, only carrying water when it cannot be processed by the power plants, ensuring both operational flexibility and system safety.

This scenario—where the hydroelectric plants are online and able to handle the full water flow, so little or no water runs down the cascades—is actually the normal and most frequent operating condition for both aqueducts. Most of the time, water is routed through the penstocks to generate electricity, as this is both energy-efficient and integral to the system’s design. The dramatic sight of water spilling down the cascades is therefore an occasional event, occurring mainly during maintenance, repairs, or rare periods of excess flow.

Historical Notes

After the completion of the Second Los Angeles Aqueduct in 1970, water imports to Los Angeles through the aqueduct system increased significantly, reflecting the added capacity and the city's efforts to fully utilize its permitted water rights. However, starting in 1988, court-ordered restrictions aimed at protecting the Owens Valley and Mono Basin ecosystems led to a notable decrease in aqueduct imports, as a substantial portion of the water was redirected for environmental restoration rather than urban supply.

Historical Notes

In typical operation, the hydroelectric plants handle the full volume of incoming water, so most or all water bypasses the cascades and flows through the penstocks for power generation. This is the most frequent condition, making water flowing down the cascades an occasional event rather than a daily occurrence. The cascades thus serve as an overflow channel, ensuring operational flexibility and system safety during rare periods of maintenance, repairs, or unusually high water flow.

Historical Notes

This 10-year chart shows how Los Angeles relies on a mix of water sources—from the Los Angeles Aqueduct to local groundwater, MWD imports, and recycled water. The amount we get from each source changes from year to year, depending mostly on how much rain and snow falls in each region.

In dry years, we depend more on imported water from the Metropolitan Water District. In wetter years, the Los Angeles Aqueduct provides more. Local groundwater plays a smaller but important role, and recycled water stays steady.