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World Environmental and Water Resources Congress 2017                                                    401




                       The initial goal was to secure sufficient water to supply 390,000 inhabitants with an average
               per capita consumption of 150 gpd, requiring 58 million gallons per day (gpd). Though not nearly
               the capacity of New York's new Croton Aqueduct (capable of 340 million gpd), an aqueduct 233
               miles long was without precedent. The longest of the numerous Roman aqueducts, at Marcia, had a
               length of just 58.4 miles.

                       Mulholland was a prodigious reader of the technical literature, and was very involved in the
               activities and publications of the American Waterworks Association (AWWA). In 1885-93 New
               York had succeeded in constructing a new Croton Aqueduct, which employed a near-continuous
               pressure tunnel, the first ever completed. Their aqueduct was 45 miles in length and used a sag pipe
               seven miles long and up to 420 feet deep to pass beneath the Harlem River. Massive steel sag pipes,
               steam-powered  shovels,  and  gasoline  powered  tractors  were  recent  technological  triumphs  that
               would allow for an Owens River aqueduct to become reality.





























               Figure 3. The independent Board of Engineers appointed to review Mulholland’s scheme
               for the Los Angeles Aqueduct in the Owens Valley in 1906. From left, John R. Freeman,
               James D. Schuyler, Joseph P. Lippincott, Frederick P. Stearns, and William Mulholland.

                       Mulholland's earliest hurdles were securing the trust of the City's political base, then from
               bond  measures  passed  by  the  electorate  in  June  1907.  The  enormity  of  the  undertaking  drew
               skeptics from the outset. Engineers, newspaper editors, and electric power interests pointed out the
               unprecedented scale of the project and Mulholland's lack of experience with such facilities, which
               were infinitely more complex than an ad hoc systems of buried pipes and some shallow wells in the
               Los Angeles River. These critics argued that the project was a desperate gamble, and that its failure
               could place the city in receivership.
                       Seeking to diminish as much criticism as possible prior to the $24 million bond election, the

               Water  Commissioners  appointed  an  Aqueduct  Advisory  Board,  comprised  of  three  nationally-
               known civil engineers: John R. Freeman, James D. Schuyler and Frederick P. Stearns (Fig. 3). They
               made an independent evaluation of the proposed aqueduct. The board reviewed the project's design
               feasibility, constructability, pricing and logistic requirements. The Board found the  aqueduct







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