START 0.0 HRS PUNCH CODE=0 PRINT LINES=-1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 05/18/05 ** LONGFORD HOMES DRAINAGE MASTER PLAN - DEVELOPED CONDITIONS ** ARROWWOOD SUBDIVISION ****************************************************************** ** 100 YEAR 24 HOUR STORM - DEVELOPED CONDITIONS ** RAINFALL DATA FROM NOAA ATLAS 14, V 1.3 ** HYDROLOGY METHODOLOGY FOLLOWS CABQ DPM 22.2 ****************************************************************** RAINFALL TYPE=2 RAIN QUARTER=0.0 RAIN ONE=1.68 IN RAIN SIX=2.15 IN RAIN DAY=2.49 IN DT=0.05 HRS **************************************************************** * From Drainage Report for Anderson Heights-April, 2004 * Bypass Flow from Offsite Basin 17 * COMPUTE NM HYD ID=1 HYD NO=17 DA=0.0021692 %A=0.0 %B=0 %C=20.0 %D=80.0 TP=0.133333 MASS RAINFALL=-1 PRINT HYD ID=2 CODE=1 * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=3.0 FT N=0.013 ROUTE MCUNGE ID=3 HYD NO=SD17 INFLOW ID=1 DT=0.0 LENGTH=820 NS=0 SLOPE=0.015 * * Basin 00006 - LONGFORD HOMES DMP * BASIN AREA = 28.0 AC * COMPUTE NM HYD ID=1 HYD NO=00006 DA=0.043737 %A=0.0 %B=0 %C=37.3 %D=62.7 TP=0.133333 MASS RAINFALL=-1 PRINT HYD ID=9 CODE=1 * ADD HYD ID=2 HYD=AP2 ID I=1 ID II=3 PRINT HYD ID=2 CODE=1 * * Route through Basin 00005A * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.025 DIA=4.0 FT N=0.013 ROUTE MCUNGE ID=3 HYD NO=SD2 INFLOW ID=2 DT=0.0 LENGTH=900 NS=0 SLOPE=0.025 * * Basin 00005A - LONGFORD HOMES DMP * BASIN AREA = 18.1 AC * COMPUTE NM HYD ID=1 HYD NO=00005A DA=0.0282813 %A=0.0 %B=0 %C=37.3 %D=62.7 TP=0.133333 MASS RAINFALL=-1 PRINT HYD ID=8 CODE=1 * * ADD ROUTED HYD 17, 00006 TO Basin 00005A * ADD HYD ID=2 HYD=AP3 ID I=3 ID II=1 PRINT HYD ID=2 CODE=1 * * Route north across Basins 00005A & 00005B * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.012 DIA=4.0 FT N=0.013 ROUTE MCUNGE ID=3 HYD NO=SD3 INFLOW ID=2 DT=0.0 LENGTH=1180 NS=0 SLOPE=0.012 * * From Drainage Report for Anderson Heights-April, 2004 * Bypass Flow from Offsite Basin 16 * COMPUTE NM HYD ID=1 HYD NO=16 DA=0.0020231 %A=0.0 %B=0 %C=20.0 %D=80.0 TP=0.133333 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 * * Route flow east across Basin 00015 * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=3.0 FT N=0.013 ROUTE MCUNGE ID=5 HYD NO=SD16 INFLOW ID=1 DT=0.0 LENGTH=1020 NS=0 SLOPE=0.015 * * Offsite Basin 15 - From Drainage Study for * El Rancho Grande - November 21, 2003 * BASIN AREA = 6.37 AC * COMPUTE NM HYD ID=1 HYD NO=15 DA=0.00995313 %A=0.0 %B=10.0 %C=24.0 %D=66.0 TP=0.133333 MASS RAINFALL=-1 * PRINT HYD ID=1 CODE=1 * * ADD Basin 15 TO ROUTED Basin 16 * ADD HYD ID=2 HYD=AP1 ID I=1 ID II=5 PRINT HYD ID=2 CODE=1 * * Route flow east across Basin 00001 * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.015 DIA=3.0 FT N=0.013 ROUTE MCUNGE ID=5 HYD NO=SD1 INFLOW ID=2 DT=0.0 LENGTH=1250 NS=0 SLOPE=0.015 * * Basin 00001 - LONGFORD HOMES DMP * BASIN AREA = 45.9 AC * COMPUTE LT TP LCODE=1 NK=1 ISLOPE=0 LENGTH=2400 FT SLOPE=0.015 K=3.0 * COMPUTE NM HYD ID=1 HYD NO=00001 DA=0.071719 %A=0.0 %B=0 %C=37.3 %D=62.7 TP=0.0 MASS RAINFALL=-1 * PRINT HYD ID=1 CODE=1 * * Basin 00005B - LONGFORD HOMES DMP * BASIN AREA = 11.7 AC * COMPUTE NM HYD ID=2 HYD NO=00005B DA=0.0182813 %A=0.0 %B=0 %C=37.3 %D=62.7 TP=0.133333 MASS RAINFALL=-1 * PRINT HYD ID=2 CODE=1 * * ADD Basins 00001 and 00005B * ADD HYD ID=2 HYD=AP4.1 ID I=1 ID II=2 PRINT HYD ID=2 CODE=1 * * ADD Basin 00001 TO ROUTED Basins 15 & 16 * ADD HYD ID=2 HYD=AP4.2 ID I=2 ID II=5 PRINT HYD ID=2 CODE=1 * * ADD AP4.2 and SD3 * ADD HYD ID=2 HYD=AP4 ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * Route flow south across Basin 00002 * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.012 DIA=6.0 FT N=0.013 ROUTE MCUNGE ID=3 HYD NO=SD4 INFLOW ID=2 DT=0.0 LENGTH=1550 NS=0 SLOPE=0.012 * * Offsite Basin 00002 - From Drainage Study for * El Rancho Grande Unit 9B * BASIN AREA = 13.15 AC * COMPUTE NM HYD ID=1 HYD NO=00002 DA=0.0205483 %A=0.0 %B=19.0 %C=26.0 %D=55.0 TP=0.1333 MASS RAINFALL=-1 PRINT HYD ID=1 CODE=1 * * Basin 00004 - LONGFORD HOMES DMP * BASIN AREA = 29.0 AC * COMPUTE NM HYD ID=2 HYD NO=00004 DA=0.045313 %A=80.0 %B=0 %C=20.0 %D=0 TP=0.133333 MASS RAINFALL=-1 * PRINT HYD ID=2 CODE=1 * * ADD Basin 00004 and Basin 00002 * ADD HYD ID=2 HYD=AP5.1 ID I=2 ID II=1 PRINT HYD ID=2 CODE=1 * * ADD AP5.1 and SD4 * ADD HYD ID=2 HYD=AP5 ID I=2 ID II=3 PRINT HYD ID=2 CODE=1 * * Route flow north across Basin 00002 * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.006 DIA=8.0 FT N=0.013 ROUTE MCUNGE ID=3 HYD NO=SD5 INFLOW ID=2 DT=0.0 LENGTH=350 NS=0 SLOPE=0.006 * * Route flow east to Amole Channel * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.006 DIA=8.0 FT N=0.013 ROUTE MCUNGE ID=5 HYD NO=SD6 INFLOW ID=3 DT=0.0 LENGTH=1130 NS=0 SLOPE=0.006 PRINT HYD ID=5 CODE=1 * * Basin 00008 * BASIN AREA =12 AC - UNDEVELOPED * COMPUTE NM HYD ID=8 HYD NO=00008 DA=0.019 %A=80.0 %B=0 %C=20.0 %D=0.0 TP=0.133333 MASS RAINFALL=-1 * PRINT HYD ID=7 CODE=1 * Finish