*S* PROJECT NAME: MOON STREET STORM DRAIN, ALBUQUERQUE NM *S* BHI JOB NO. 070203 *S* DATE: 11-2-12 *S* *S* INPUT FILE NAME: LOMR100R.TXT *S* OUTPUT FILE NAME: LOMR100R.OUT *S* FILES LOCATION: P:\070203\WR\study\Programs\AHYMO\LOMR 100-yr *S* *S* COMMENTS: *S* CREATED BY DJG 11-6-06 *S* *S* *S* REVISED BY: *S* *S* 12-8-06 Kris Johnson *s* Adjust pipe diameters and slopes to correlate to those *s* required hydraulically. *S* 7-25-11 Jonathan Ellison *S* Added in basins 4A and 4B downstream of Moon Street storm *S* drain to account for flow that is not captured in the SD *S* 10-19-11 SARAH GANLEY *S* UPDATED RAINFALL TO MATCH NOAA 14 UPDATED VALUES *S* OLD DATA: RAIN ONE=1.85 RAIN SIX=2.40 RAIN DAY=2.86 *S* NEW DATA: RAIN ONE=1.85 RAIN SIX=2.39 RAIN DAY=2.84 *S* 11-11-11 SARAH GANLEY *S* CHECKED BASIN INPUTS WITH 070203 DPM_BASIN.XLS & *S* 070203TP-COA DPM METHOD LOMR.XLS *S* UPDATED STORM DRAIN ROUTES TO MATCH AS-BUILTS *S* ADDED AP POINTS FOR LOMR HYDRAULIC ANALYSIS *S* 11-2-12 SARAH GANLEY *S* PER FEMA COMMENTS DATED 10/8/12, COMMENT 2 *S* CHECKED THAT BASINS MATCH AS-BUILT STORM DRAIN *S* ALIGNMENT. REMOVED AP-4 AND AP-5, SINCE WEST *S* OF MOON STREET STORM DRAIN AND OUTSIDE SCOPE OF *S* THIS LOMR. CHECKED THAT ROUTES MATCH AS-BUILT *S* STORM DRAIN. ROUTES ARE ONLY FOR THE MAIN STORM *S* DRAIN LINE, NOT THE LATERALS. BASIN 3C APPEARED *S* TO NOT MATCH AS-BUILT ALIGNMENT, BUT REVIEW OF *S* CONTOURS SHOWS THIS BASIN DELINEATION AS CORRECT. * * START TIME = 0.0 HR PUNCH CODE = 0 PRINT LINES = -1 * ******************************************************** * RAINFALL TYPE=1 RAIN QUARTER=0.0 RAIN ONE=1.85 * RAIN SIX=2.40 RAIN DAY=2.86 DT=.03 * ******************************************************** ******************************************************** *S RAINFALL DATA UPDATED 10/2011 USING NOAA 14 ONLINE PRECIP DATA SERVER RAINFALL TYPE=1 RAIN QUARTER=0.0 RAIN ONE=1.85 RAIN SIX=2.39 RAIN DAY=2.84 DT=.03 ******************************************************** *S**** COMPUTE BASIN 1**** *S**** MOON ST. AND CENTRAL AVE.**** COMPUTE NM HYD ID=1 HYD NO=1 DA=.02266 PER A=0 PER B=2.0 PER C=8.0 PER D=90.0 TP=0.202 RAIN=-1 PRINT HYD ID=1 CODE=1 ******************************************************** *S* ROUTE FLOW THROUGH 30" PIPE IN CENTRAL (PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0038 DIA=30 N=0.013 ROUTE MCUNGE ID=3 HYD=1Rte1 INFLOW ID=1 DT=0HR L=90 NS=0 SLOPE=0.1170 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=3 CODE=1 *S *S* ROUTE FLOW THROUGH 48" PIPE IN MOON ST. TO BUENA VENTURA RD.(PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0052 DIA=48 N=0.013 ROUTE MCUNGE ID=4 HYD=1Rte2 INFLOW ID=3 DT=0HR L=551 NS=0 SLOPE=0.0052 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=4 CODE=1 *S ******************************************************** *S**** COMPUTE BASIN 2**** *S**** MOON ST. AND BUENA VENTURA**** COMPUTE NM HYD ID=2 HYD NO=2 DA=.06962 PER A=1.0 PER B=3.0 PER C=16.0 PER D=80 TP=0.207 RAIN=-1 PRINT HYD ID=2 CODE=1 ******************************************************** * ADD HYD ID=2 HYD=1Rte&2 ID I=2 ID II=4 PRINT HYD ID=2 CODE=1 * *S* ROUTE FLOW THROUGH 60" PIPE IN MOON ST. (PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.005 DIA=60 N=0.013 ROUTE MCUNGE ID=1 HYD=2Rte INFLOW ID=2 DT=0HR L=347 NS=0 SLOPE=.005 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=1 CODE=1 *S *S* ROUTE FLOW THROUGH 60" PIPE IN MOON ST. TO CHICO RD. (PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0101 DIA=60 N=0.013 ROUTE MCUNGE ID=4 HYD=2Rte INFLOW ID=1 DT=0HR L=225 NS=0 SLOPE=.0101 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=4 CODE=1 *S ******************************************************** *S**** COMPUTE BASIN 3A**** *S**** MOON ST. AND CHICO RD.**** COMPUTE NM HYD ID=3 HYD NO=3A DA=.07546 PER A=14.0 PER B=17.0 PER C=18.0 PER D=51.0 TP=0.242 RAIN=-1 PRINT HYD ID=3 CODE=1 ******************************************************** * *S**** STORM DRAIN AP1 - MOON ST. AND CHICO RD. ******** ADD HYD ID=2 HYD=2Rte&3A ID I=4 ID II=3 PRINT HYD ID=2 CODE=1 * *S******************************************************* *S* ROUTE FLOW THROUGH 66" PIPE IN CHICO RD. (PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0111 DIA=66 N=0.013 ROUTE MCUNGE ID=1 HYD=3ARte INFLOW ID=2 DT=0HR L=308 NS=0 SLOPE=.0111 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=1 CODE=1 *S *S* ROUTE FLOW THROUGH 66" PIPE IN CHICO RD. TO GEN. PATCH (PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0073 DIA=66 N=0.013 ROUTE MCUNGE ID=2 HYD=3ARte INFLOW ID=1 DT=0HR L=248 NS=0 SLOPE=.0073 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=2 CODE=1 *S *S* ROUTE FLOW THROUGH 72" PIPE IN GENERAL PATCH ST. (PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0069 DIA=72 N=0.013 ROUTE MCUNGE ID=3 HYD=3ARte INFLOW ID=2 DT=0HR L=365 NS=0 SLOPE=.0069 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=3 CODE=1 *S *S* ROUTE FLOW THROUGH 72" PIPE IN GENERAL PATCH ST. TO DOMINGO RD. (PHASE 2) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0056 DIA=72 N=0.013 ROUTE MCUNGE ID=2 HYD=3ARte INFLOW ID=3 DT=0HR L=329 NS=0 SLOPE=.0056 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=2 CODE=1 *S ******************************************************** *S**** COMPUTE BASIN 3B**** *S**** GENERAL PATCH ST. AND DOMINGO RD.**** COMPUTE NM HYD ID=4 HYD NO=3B DA=.04889 PER A=14.0 PER B=21.0 PER C=18.0 PER D=47.0 TP=0.175 RAIN=-1 PRINT HYD ID=4 CODE=1 ******************************************************** * *S**** STORM DRAIN AP2 - GENERAL PATCH ST. AND DOMINGO RD. **** ADD HYD ID=2 HYD=3ARte&3B ID I=2 ID II=4 PRINT HYD ID=2 CODE=1 * *S******************************************************* * *S* ROUTE FLOW THROUGH 72" PIPE IN GENERAL PATCH ST. (PHASE 1) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0083 DIA=72 N=0.013 ROUTE MCUNGE ID=1 HYD=3BRte INFLOW ID=2 DT=0HR L=736 NS=0 SLOPE=.0083 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=1 CODE=1 *S *S* ROUTE FLOW THROUGH 84" PIPE IN COPPER AVE. (PHASE 1) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0040 DIA=84 N=0.013 ROUTE MCUNGE ID=2 HYD=3BRte2 INFLOW ID=1 DT=0HR L=589 NS=0 SLOPE=.0040 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=2 CODE=1 *S ******************************************************** *S**** COMPUTE BASIN 3C**** *S AFTER EVALUATION OF CONTOURS, THIS BASIN WAS NOT EDITED *S FOR LOMR COMMENTS. GEN HODGES AND CHENNAULT FLOW TO THE *S NORTH. THE N-S SLOPE OF THESE STREETS IS GREATER THAN *S THE SLOPE TO THE WEST ON DOMINGO RD. BASIN DELINEATION *S IS CORRECT FOR AS-BUILT STORM DRAIN ALIGNMENT. * *S**** GENERAL HODGES ST. AND COPPER AVE.**** COMPUTE NM HYD ID=5 HYD NO=3C DA=.1353 PER A=14.0 PER B=23.0 PER C=16.0 PER D=47.0 TP=0.295 RAIN=-1 PRINT HYD ID=5 CODE=1 ******************************************************** * *S**** STORM DRAIN AP3 - GENERAL HODGES ST. AND COPPER AVE. **** ADD HYD ID=2 HYD=3BRte&3C ID I=2 ID II=5 PRINT HYD ID=2 CODE=1 * *S******************************************************* * *S* ROUTE FLOW THROUGH 96" PIPE TO OUTFALL AT I-40 BOX (PHASE 1) COMPUTE RATING CURVE RC=1 VS NO=1 CODE=-1 SLP=0.0040 DIA=96 N=0.013 ROUTE MCUNGE ID=1 HYD=3CRte INFLOW ID=2 DT=0HR L=2395 NS=0 SLOPE=.0040 MATCODE=0 REGCODE=0 CCODE=0 PRINT HYD ID=1 CODE=1 *S ******************************************************** *S***** COMPUTE BASIN 4B ********* *S**** WYOMING BLVD. AND DOMINGO RD.**** *S WEST OF MOON ST. STORM DRAIN COMPUTE NM HYD ID=6 HYD NO=4B DA=.1261 PER A=7.0 PER B=11.0 PER C=18.0 PER D=64.0 TP=0.210 RAIN=-1 PRINT HYD ID=6 CODE=1 * * ********************************************************* *S***** COMPUTE BASIN 4A ********* *S**** WYOMING BLVD. AND COPPER AVE.**** *S WEST OF MOON ST. STORM DRAIN COMPUTE NM HYD ID=6 HYD NO=4A DA=.0531 PER A=9.0 PER B=12.0 PER C=16.0 PER D=63.0 TP=0.186 RAIN=-1 PRINT HYD ID=6 CODE=1 ******************************************************** * * * FINISH