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<br /> <br />AGENDA FOR COMPLETION OF UNION AVENUE BOAT CHUTE STUDY <br /> <br />WORK COMPLETED TO DATE: <br /> <br />1. CONSTRUCTION OF PHYSICAL MODEL. <br /> <br />2. TESTING DIFFERENT STREAMFLOWS TO DEVELOP DESIRED FLOW PATTERNS <br />FOR BOATING. <br /> <br />3. MODIFICATION OF THE UPPER BOAT CHUTE 5 TIMES TO CREATE BETTER <br />BOATING CONDITIONS. <br /> <br />4. MODIFICATION OF THE SECOND BOAT CHUTE 2 TIMES TO CREATE BETTER <br />BOATING CONDITIONS. <br /> <br />5. INITIAL SEDIMENT TRANSPORT AND DEPOSITION IN POOL BETWEEN BOAT <br />CHUTES. <br /> <br />6. CALIBRATION OF THE CITY OF ENGLEWOOD WATER INTAKE I RADIAL GATE I <br />AND WEIR CREST <br /> <br />7. TWO DEMONSTRATIONS OF THE MODEL OPERATING THROUGH A FULL RANGE <br />OF FLOWS. <br /> <br />8. CONDUCTED TESTS TO ESTABLISH RELATIONSHIP BETWEEN SLUICING AND <br />BOATING FOR RANGE OF FLOWS. <br /> <br />9. REDUCED VOLUME OF RIPRAP FOR UPSTREAM DAM AND LOWERED LEFT WALL <br />OF SLUICE. <br /> <br />WORK TO BE COMPLETED TO FINISH STUDY: <br /> <br />1. REPLACE SECOND BOAT CHUTE AND TEST BOATING CONDITIONS FOR A <br />RANGE OF FLOWS. <br /> <br />2. CONDUCT SEDIMENT TRANSPORT AND DEPOSITION TEST FOR A TYPICAL <br />SPRING FLOOD (2000 FT3/S) <br /> <br />3. DETERMINE VELOCITY PATTERNS IN POOL BETWEEN TWO BOAT CHUTES. <br /> <br />4. DETERMINE VELOCITY PATTERNS IN APPROACH TO UNION AVENUE DAM. <br /> <br />5. DISCUSS ADDITIONAL MODIFICATIONS TO THE MODEL TO COMPLETE <br />STUDY. <br />6. COMPLETE REPORT. <br />