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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Power Operation of Gates. Power operation is recommended for those gates <br />which require frequent operation or emergency operation. At those sites where <br />electric power is readily available, gates can be operated with electric motors <br />attached to the hoist. In general, these motors ore integral ports of the hoist and <br />may require replocement of the existing hoist. Electrically driven hoists should be <br />equipped with 0 torque-limiting device on the motor to prevent damage to the <br />motor, and should be capable of manual, as well as power, operation. <br /> <br />For those locations where permanent electric power is not available, it is <br />recommended that the hoists be set up for power operation using a portable power <br />unit. The recommended unit consists of a small gasoline engine which drives a <br />hydraulic pump, which in turn is connected to a hydraulic motor. The hydraulic <br />motor mounts directly on the hoist gearbox to operate the gote. The entire unit is <br />mounted on a small cart which can be easily transported in the back of a pickup <br />truck and handled by one man. It is proposed that each ditch rider have a unit for <br />his use in operation of the gates in his particular division, with a spare unit kept at <br />the Canal Company's office. It is assumed that all new or existing hoists (except <br />those with permanent electric operators) can be operated with this portable unit <br />with either minor or no modifications necessary. <br /> <br />4.3 Rehabilitation of Existing Structures and Facilities <br /> <br />This section of the report deals specifically with the work required to rehabilitate <br />the existing structures within the canal system. Construction of new facilities and work <br />related to specific topics (sedimentation, weed and trosh control, flow measurement, and <br />operation and maintenance) are discussed in subsequent sections. For the purposes of <br />this report, rehabilitation will be taken to meon, in general, the restoration of an existing <br />structure to its intended condition, and will not include improvements (new construction) <br />other than for safety. <br /> <br />Upper Diversion Dam, Fort Lyon Canal. This structure is located on the Arkansas <br />River approximately 3.5 miles upsteam from La Junta, Colorado, and allows water to be <br />diverted from the Arkansas River into a diversion channel which feeds the Fort Lyon <br />Canal. The structure is composed of a diversion dam across the Arkansas River with a <br />two-bay control structure near the left bank (see Figure 6 and Photograph I). There are <br />no provisions for regulating the diversion channel. <br /> <br />The overall condition of the structure is very good. There are no signs of extensive <br />concrete damage and the two steel radial gates appear to be in good condition with only <br /> <br />I 8 <br />