START 0.0 HRS PUNCH CODE=0 PRINT LINES=-1 LOCATION BERNALILLO COUNTY *S* *S* PROJECT NAME: SUNSET GARDENS/FIVE POINTS - REVISED *S* WCEA PROJECT: X4210030/07-600-033-00 *S* DATE: APRIL 21, 2009 *S* FILE: SG-5P.IN *S* NOTES: *S* 1. REVISED SUNSET GARDENS AND FIVE POINTS DRAINAGE ANALYSIS TO ACCOUNT *S* FOR FLAT TERRAIN USING LAND FACTORS COMMAND. THIS METHOD IS BASED *S* ON THE "ANALYSIS OF THE AHYMO PROGRAM FOR FLAT AREAS" BY BHI-1995. *S* 2. ALSO MODIFIED THE LAND TREATMENT PERCENTAGES FROM THE ORIGINAL *S* FIVE POINTS DRAINAGE REPORT. *S* 3. ADDED BASINS 202, 203 AND 205 FROM SMITH ENG. SOUTH VALLEY DMP *S* AREAS 1 AND 2. *S* 4. ALSO ADDED ATRSICO ROADWAY BASINS FOR TOTAL DISCHARGE INTO THE *S* ISLETA DRAIN *S* * *S*****100 YEAR 6 HOUR RAINFALL TABLE FROM NOAA ATLAS 14********************** *S*****RAINFALL DATA UPDATED FROM NOAA ATLAS 2 TO NOAA ATLAS 14 RAINFALL TYPE=2 RAIN QUARTER=1.05 IN RAIN ONE=1.76 IN RAIN SIX=2.21 IN RAIN DAY=2.51 IN DT=0.05 HRS * LAND FACTORS TYPE=1 TREATMENT A IA=1.20 INF=1.67 TREATMENT B IA=1.05 INF=1.25 TREATMENT C IA=0.90 INF=0.83 TREATMENT D IA=0.40 INF=0.04 * *LAND FACTORS TYPE=0 (RESTORES DEFAULT LAND FACTORS) * *S***************************************************************************** *S*****FIVE POINTS BASIN 2 (SADORA)******************************************** * *COMPUTE LT TP LCODE=1 NK=2 ISLOPE=-1 * LENGTH=320 FT SLOPE=0.013 K=1.0 * LENGTH=2500 FT SLOPE=0.0012 K=3.0 COMPUTE NM HYD ID=2 HYD=101 AREA=0.0005 SQ MI PER A=0 PER B=0 PER C=40 PER D=60 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=2 CODE=10 * *S*****FIVE POINTS BASIN 3****************************************************** * * *COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 * LENGTH=150 FT SLOPE=0.0075 K=1.0 * LENGTH=150 FT SLOPE=0.0075 K=2.0 * LENGTH=1300 FT SLOPE=0.0025 K=3.0 COMPUTE NM HYD ID=3 HYD=102 AREA=0.00875 SQ MI PER A=0 PER B=20 PER C=53 PER D=27 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=3 CODE=10 * *S*****FIVE POINTS BASIN 4**************************************************** * *******Reduced Basin 4 area by 2.02 ac. due to overlap with Smith basin 202 * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=150 FT SLOPE=0.005 K=0.7 LENGTH=200 FT SLOPE=0.005 K=2.0 LENGTH=400 FT SLOPE=0.001 K=3.0 COMPUTE NM HYD ID=4 HYD=103 AREA=0.004219 SQ MI PER A=0 PER B=20 PER C=42.5 PER D=37.5 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=4 CODE=10 * *S*****FIVE POINTS BASIN 5**************************************************** * COMPUTE NM HYD ID=5 HYD=104 AREA=0.001734 SQ MI PER A=0 PER B=20 PER C=31 PER D=49 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=5 CODE=10 * * *S*****FIVE POINTS BASIN 6**************************************************** * COMPUTE NM HYD ID=6 HYD=105 AREA=0.001234 SQ MI PER A=0 PER B=20 PER C=30 PER D=50 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=6 CODE=10 * * *S*****FIVE POINTS BASIN 7**************************************************** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=150 FT SLOPE=0.005 K=0.7 LENGTH=200 FT SLOPE=0.005 K=2.0 LENGTH=850 FT SLOPE=0.001 K=3.0 * COMPUTE NM HYD ID=7 HYD=106 AREA=0.008469 SQ MI PER A=0 PER B=20 PER C=27 PER D=53 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=7 CODE=10 * * *S*****FIVE POINTS BASIN 8**************************************************** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=250 FT SLOPE=0.005 K=0.7 LENGTH=200 FT SLOPE=0.005 K=2.0 LENGTH=900 FT SLOPE=0.001 K=3.0 * COMPUTE NM HYD ID=8 HYD=107 AREA=0.01553 SQ MI PER A=0 PER B=20 PER C=49 PER D=31 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=8 CODE=10 * *S*****FIVE POINTS BASIN 9**************************************************** * COMPUTE NM HYD ID=9 HYD=108 AREA=0.001969 SQ MI PER A=0 PER B=20 PER C=59 PER D=21 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=9 CODE=10 * *S*****FIVE POINTS BASIN 10**************************************************** * COMPUTE NM HYD ID=10 HYD=109 AREA=0.001953 SQ MI PER A=0 PER B=20 PER C=41 PER D=39 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=10 CODE=10 * * *S*****FIVE POINTS BASIN 14**************************************************** * COMPUTE NM HYD ID=14 HYD=110 AREA=0.001531 SQ MI PER A=0 PER B=0 PER C=0 PER D=100 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=14 CODE=10 * *S*****FIVE POINTS BASIN 16**************************************************** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=150 FT SLOPE=0.005 K=0.7 LENGTH=200 FT SLOPE=0.005 K=2.0 LENGTH=1050 FT SLOPE=0.001 K=3.0 * COMPUTE NM HYD ID=16 HYD=111 AREA=0.009922 SQ MI PER A=0 PER B=20 PER C=33.5 PER D=46.5 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=16 CODE=10 * *S*************************************************************************** *S*****Smith Eng. Basins***************************************************** * *S*****Change initial abstraction values back to defaults *S*****Smith Eng. has reduced percent D to account for flat terrain * LAND FACTORS TYPE=0 (RESTORES DEFAULT LAND FACTORS) * COMPUTE NM HYD ID=23 HYD NO=202.0 DA=0.01501 SQ MI PER A=40 PER B=40 PER C=10 PER D=10 TP=0.28 HOURS MASS RAIN=-1 PRINT HYD ID=23 CODE=10 *S COMPUTE NM HYD ID=25 HYD NO=203.0 DA=0.01718 SQ MI PER A=40 PER B=40 PER C=10 PER D=10 TP=0.28 HOURS MASS RAIN=-1 PRINT HYD ID=25 CODE=10 *S COMPUTE NM HYD ID=27 HYD NO=205.0 DA=0.00716 SQ MI PER A=40 PER B=40 PER C=10 PER D=10 TP=0.54 HOURS MASS RAIN=-1 PRINT HYD ID=27 CODE=10 *S *S*************************************************************************** *S*************************************************************************** *S *S*****SUNSET VILLA BASIN****************************************************** * COMPUTE LT TP LCODE=1 NK=3 ISLOPE=-1 LENGTH=150 FT SLOPE=0.0075 K=1.0 LENGTH=150 FT SLOPE=0.0075 K=2.0 LENGTH=1300 FT SLOPE=0.0025 K=3.0 COMPUTE NM HYD ID=50 HYD=102 AREA=0.01919 SQ MI PER A=0 PER B=20 PER C=20 PER D=60 TP=0.0 HR MASS RAIN=-1 PRINT HYD ID=50 CODE=5 * *S*****ROUTING AND ADD HYD COMMANDS******************************************** * *S*****ROUTE BASIN 2******************************************************** * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.001 DIA=3.0 FT N=0.013 * ROUTE MCUNGE ID=20 HYD=102 INFLOW ID=2 DT=0.033333 HR LENGTH=800 FT NS=0 SLOPE=0.001 * * *S*****ADD BASINS 2 & 3******************************************************** * ADD HYD ID=30 HYD=102.3 ID I=20 ID II=3 * PRINT HYD ID=30 CODE=10 * *S*****ADD BASINS 202,203******************************************************** * ADD HYD ID=26 HYD=105 ID I=23 ID II=25 * PRINT HYD ID=26 CODE=10 * *S*****ADD BASINS 202,203,4******************************************************** * ADD HYD ID=40 HYD=106 ID I=26 ID II=4 * PRINT HYD ID=40 CODE=10 * *S*****ADD BASINS 2,3,4(202,203)************************************************** * ADD HYD ID=31 HYD=102.3.4 ID I=30 ID II=40 * PRINT HYD ID=31 CODE=10 * *S*****ADD BASINS 5,205*********************************************************** * ADD HYD ID=41 HYD=107 ID I=5 ID II=27 * PRINT HYD ID=41 CODE=5 * *S*****ADD BASINS 2,3,4,5******************************************************** * ADD HYD ID=32 HYD=102.3.4.5 ID I=31 ID II=41 * PRINT HYD ID=32 CODE=10 * *S*****ROUTE BASIN 2,3,4,5******************************************************** * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.001 DIA=4.0 FT N=0.013 * ROUTE MCUNGE ID=21 HYD=102.345 INFLOW ID=32 DT=0.033333 HR LENGTH=500 FT NS=0 SLOPE=0.001 * * *S*****ADD BASINS 2,3,4,5,6******************************************************** * ADD HYD ID=33 HYD=102.345.6 ID I=21 ID II=6 * PRINT HYD ID=33 CODE=10 * *S*****ADD BASINS 2,3,4,5,6,8******************************************************** * ADD HYD ID=34 HYD=102345.6.8 ID I=33 ID II=8 * PRINT HYD ID=34 CODE=10 * *S*****ADD BASINS 2,3,4,5,6,7,8******************************************************** * ADD HYD ID=35 HYD=102345.6.7.8 ID I=34 ID II=7 * PRINT HYD ID=35 CODE=10 * *S*****ROUTE BASIN 2,3,4,5,6,7,8******************************************************** * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.001 DIA=5.5 FT N=0.013 * ROUTE MCUNGE ID=22 HYD=102.345678 INFLOW ID=35 DT=0.033333 HR LENGTH=500 FT NS=0 SLOPE=0.001 * *S*****ADD BASINS 2,3,4,5,6,7,8,9******************************************************** * ADD HYD ID=36 HYD=102.345678.9 ID I=22 ID II=9 * PRINT HYD ID=36 CODE=10 * *S*****ADD BASINS 2,3,4,6,7,8,9,10******************************************************** * ADD HYD ID=37 HYD=102.345678.9.10 ID I=36 ID II=10 * PRINT HYD ID=37 CODE=10 * *S*****ADD BASINS 2,3,4,5,6,7,8,9,10,16******************************************************** * ADD HYD ID=38 HYD=102.345678.9.10.16 ID I=37 ID II=16 * PRINT HYD ID=38 CODE=10 * *S*****ROUTE BASIN 2,3,4,5,6,7,8,9,10,16******************************************************** * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.001 DIA=6.0 FT N=0.013 * ROUTE MCUNGE ID=23 HYD=10234567891016 INFLOW ID=38 DT=0.033333 HR LENGTH=250 FT NS=0 SLOPE=0.001 * *S*****ADD BASINS 2,4,3,5,6,7,8,9,10,16,14******************************************************** * ADD HYD ID=39 HYD=10234567891016.14 ID I=23 ID II=14 * PRINT HYD ID=39 CODE=10 * * *S*************************************************************************** *S*************************************************************************** * *S*****SUNSET GARDENS BASINS******************************************************** * *****CHANGE LAND FACTORS BACK TO HIGHER INITAL ABSTRACTION VALUES************* * LAND FACTORS TYPE=1 TREATMENT A IA=1.20 INF=1.67 TREATMENT B IA=1.05 INF=1.25 TREATMENT C IA=0.90 INF=0.83 TREATMENT D IA=0.40 INF=0.04 * * *S***************************************************************************** *S BASIN B1 (WEST BASIN) * *S***************************************************************************** * COMPUTE LT TP LCODE=1 NK=2 ISLOPE=-1 LENGTH=400 FT SLOPE=0.00500 K=1.0 LENGTH=400 FT SLOPE=0.00500 K=2.0 COMPUTE NM HYD ID=1 HYD=B1 DA=0.005153 SQ MI PER A=10 PER B=27 PER C=27 PER D=36 TP=0.0 RAIN=-1 PRINT HYD ID=1 CODE=10 * *S***************************************************************************** *S BASIN B2 (EAST OF WEST BASIN B1) * *S***************************************************************************** * COMPUTE LT TP LCODE=1 NK=2 ISLOPE=-1 LENGTH=400 FT SLOPE=0.00500 K=1.0 LENGTH=400 FT SLOPE=0.00500 K=2.0 COMPUTE NM HYD ID=2 HYD=B2 DA=0.010417 SQ MI PER A=10 PER B=27 PER C=27 PER D=36 TP=0.0 RAIN=-1 PRINT HYD ID=2 CODE=10 * *S***************************************************************************** *S BASIN B3 (SUNSET GARDENS ROAD WEST BASIN) * *S***************************************************************************** * COMPUTE NM HYD ID=3 HYD=B3 DA=0.00057 SQ MI PER A=0 PER B=0 PER C=0 PER D=100 TP=0.1333 RAIN=-1 PRINT HYD ID=3 CODE=10 * *S***************************************************************************** *S BASIN B4 (SUNSET GARDENS ROAD - EAST OF BASIN B3) * *S***************************************************************************** * COMPUTE NM HYD ID=4 HYD=B4 DA=0.00096 SQ MI PER A=0 PER B=0 PER C=0 PER D=100 TP=0.1333 RAIN=-1 PRINT HYD ID=4 CODE=10 * *S***************************************************************************** *S BASIN B5 (EAST BASIN NORTH - SCHOOL) * *S***************************************************************************** * COMPUTE NM HYD ID=5 HYD=B5 DA=0.00811 SQ MI PER A=8 PER B=6 PER C=37 PER D=49 TP=0.1333 RAIN=-1 PRINT HYD ID=5 CODE=10 * *S***************************************************************************** *S BASIN B6 (EAST BASIN SOUTH-POWELL RD) * *S***************************************************************************** * COMPUTE LT TP LCODE=1 NK=2 ISLOPE=-1 LENGTH=100 FT SLOPE=0.00500 K=1.0 LENGTH=700 FT SLOPE=0.00500 K=2.0 COMPUTE NM HYD ID=6 HYD=B6 DA=0.01010 SQ MI PER A=10 PER B=27 PER C=27 PER D=36 TP=0.0 RAIN=-1 PRINT HYD ID=6 CODE=10 * *S***************************************************************************** *S BASIN B7 (WEST BASIN SOUTH-DRAINS TO ATRISCO) * *S***************************************************************************** * COMPUTE LT TP LCODE=1 NK=2 ISLOPE=-1 LENGTH=400 FT SLOPE=0.00500 K=1.0 LENGTH=800 FT SLOPE=0.00500 K=2.0 COMPUTE NM HYD ID=7 HYD=B7 DA=0.01328 SQ MI PER A=10 PER B=27 PER C=27 PER D=36 TP=0.0 RAIN=-1 PRINT HYD ID=7 CODE=10 * *S***************************************************************************** *S BASIN B8 (WEST OF EAST BASIN NORTH - SCHOOL B5) * *S***************************************************************************** * COMPUTE LT TP LCODE=1 NK=2 ISLOPE=-1 LENGTH=400 FT SLOPE=0.00500 K=1.0 LENGTH=100 FT SLOPE=0.00500 K=2.0 COMPUTE NM HYD ID=8 HYD=B8 DA=0.00370 SQ MI PER A=10 PER B=27 PER C=27 PER D=36 TP=0.1333 RAIN=-1 PRINT HYD ID=8 CODE=10 * *S***************************************************************************** *S BASIN B9 (SUNSET GARDENS ROAD EAST BASIN) * *S***************************************************************************** * COMPUTE NM HYD ID=9 HYD=B9 DA=0.00110 SQ MI PER A=0 PER B=0 PER C=0 PER D=100 TP=0.1333 RAIN=-1 PRINT HYD ID=9 CODE=10 * *S***************************************************************************** *S BASIN B10 (SUNSET GARDENS ROAD - EAST OF EAST BASIN B9) * *S***************************************************************************** * COMPUTE NM HYD ID=10 HYD=B10 DA=0.00060 SQ MI PER A=0 PER B=0 PER C=0 PER D=100 TP=0.1333 RAIN=-1 PRINT HYD ID=10 CODE=10 * ************************************************************* * ADD HYD ID=20 HYD=B10.8 ID I=8 II=10 PRINT HYD ID=20 CODE=10 * ADD HYD ID=21 HYD=B5.9 ID I=5 II=9 PRINT HYD ID=21 CODE=10 * ADD HYD ID=22 HYD=B8.10.5.9 ID I=20 II=21 PRINT HYD ID=22 CODE=10 * ADD HYD ID=23 HYD=B6.22 ID I=6 II=22 PRINT HYD ID=23 CODE=10 * ADD HYD ID=24 HYD=B1.3 ID I=1 II=3 PRINT HYD ID=24 CODE=10 * ADD HYD ID=25 HYD=B2.4 ID I=2 II=4 PRINT HYD ID=25 CODE=10 * ADD HYD ID=26 HYD=24.25 ID I=24 II=25 PRINT HYD ID=26 CODE=10 * ADD HYD ID=27 HYD=TOTAL ID I=23 II=26 PRINT HYD ID=27 CODE=10 * * *S*************************************************************************** *S*************************************************************************** * *****ADD SUNSET GARDENS BASINS TO FIVE POINTS BASINS************************* * ADD HYD ID=40 HYD=TOTAL ID I=27 II=39 PRINT HYD ID=40 CODE=10 * *S*************************************************************************** *****ADD SUNSET VILLA******************************************************** * ADD HYD ID=28 HYD=TOTAL ID I=50 II=40 PRINT HYD ID=28 CODE=10 * *S*************************************************************************** * *S*****ROUTE RESERVOIR********************************************************** * ROUTE RESERVOIR ID=8 HYD=108 INFLOW ID=28 CODE=5 OUTFLOW (CFS) STORAGE (AC FT) ELEV (FT) 0 0.0 34 6.86 0.02 35 7.26 0.23 36 7.65 0.90 37 8.05 1.80 38 8.44 2.76 39 8.84 3.78 40 9.15 4.86 41 9.45 6.00 42 9.76 7.21 43 9.82 8.48 44 * PRINT HYD ID=8 CODE=10 * ******************************************************************************** *S*****ADD ATRISCO BASIN******************************************************** ******BASED ON ATRISCO FINAL SCOPING REPORT 6/20/1997 COA#5337-01*************** * LAND FACTORS TYPE=0 (RESTORES DEFAULT LAND FACTORS) * *AREA = 2.32 AC COMPUTE NM HYD ID=9 HYD=ATRISCO DA=0.003625 SQ MI PER A=0 PER B=0 PER C=10 PER D=90 TP=0.1333 RAIN=-1 PRINT HYD ID=9 CODE=10 * ADD HYD ID=10 HYD=ISLETA ID I=9 II=8 PRINT HYD ID=10 CODE=10 * FINISH