*
*                    TRAILS UNIT III DRAINAGE MASTER PLAN
*                 HYDROLOGIC MODEL--FULLY DEVELOPED CONDITIONS
*                             10 APRIL 2014 
*                   
*            
******************************************************************************
*
*       HYDROLOGIC MODEL FOR OFFSITE AND ONSITE BASINS 
*       100-YEAR, 24-HOUR STORM: 
*       
*
*
*       	PRECIPITATION:
*               	P60 =   1.84"
*               	P360 =  2.20"
*               	P1440 = 2.66"
* 
*
*       
*****************************************************************************
*
START               TIME=0.0 HR  PUNCH CODE=0
*
*    
*        
RAINFALL            TYPE=2   RAIN QUARTER=0.0 IN
			  RAIN ONE=1.84 IN  RAIN SIX=2.20 IN 
	 		  RAIN DAY=2.66 IN  DT=0.10  HRS
SEDIMENT BULK	  CODE=1  FACTOR=1.0
*
*
*S****************************************************************************
*S**********  COMPUTE ONSITE BASINS FROM THE TRAILS
*S**********
*
COMPUTE NM HYD      ID=50  HYD NO=OFFSITE1  DA=.1998 SQ MI
			  %A=100  %B=0  %C=0 %D=0
			  TP=-.66 HR  RAIN=-1
PRINT HYD           ID=50 CODE=10
*
ROUTE RESERVOIR     ID=53 HYD=OFF.POND.1  INFLOW ID=50 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0		0		0
			  3.85	0.037		1
			  5.44	0.218		2
			  6.66	0.610		3
			  7.69	1.150		4
			  8.60	1.759		5
			  9.42	2.439		6


PRINT HYD           ID=53 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.0176
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=54 HYD=RTE.OFF.POND INFLOW ID=53
                     DT=0.0  L=740 NS=0  SLOPE=0.0176
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=54 CODE=0
*
COMPUTE NM HYD      ID=21  HYD NO=BASIN.A1  DA=.02422 SQ MI
			  %A=0  %B=12.5  %C=12.5 %D=75.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=21 CODE=10
*
COMPUTE NM HYD      ID=22  HYD NO=BASIN.A2  DA=.01331 SQ MI
			  %A=0  %B=33.0  %C=33.0 %D=34.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=22 CODE=10
*
*
COMPUTE NM HYD      ID=23  HYD NO=BASIN.A3  DA=.00502 SQ MI
			  %A=0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=23 CODE=10
*
*
COMPUTE NM HYD      ID=24  HYD NO=BASIN.A4  DA=.01186 SQ MI
			  %A=0  %B=7.5  %C=7.5 %D=85.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=24 CODE=10
*
*
COMPUTE NM HYD      ID=25  HYD NO=BASIN.A5  DA=.01830 SQ MI
			  %A=0  %B=17.0  %C=17.0 %D=66.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=25 CODE=10
*
*
COMPUTE NM HYD      ID=26  HYD NO=BASIN.A6  DA=.02652 SQ MI
			  %A=0  %B=19.0  %C=19.0 %D=62.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=26 CODE=10
*
*
COMPUTE NM HYD      ID=27  HYD NO=BASIN.A7  DA=.01055 SQ MI
			  %A=0  %B=12.5  %C=12.5 %D=75.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=26 CODE=10
*
ADD HYD		  ID=55 HYD=O1.A2 ID I=54 II=22
PRINT HYD		  ID=55 CODE=10
*
ADD HYD		  ID=56 HYD=O1A2.A1 ID I=55 II=21
PRINT HYD		  ID=56 CODE=10
*
*
ADD HYD		  ID=57 HYD=O1A2A1.A3 ID I=56 II=23
PRINT HYD		  ID=57 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.007
			   DIA=4.0  N=0.013
ROUTE MCUNGE         ID=58 HYD=RTE.O1A2A1.A3 INFLOW ID=57
                     DT=0.0  L=1000 NS=0  SLOPE=0.007
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=58 CODE=0
*
*
ADD HYD		  ID=59 HYD=A1TOA5 ID I=58 II=25
PRINT HYD		  ID=59 CODE=10
*
*
*************************************************************
*DIVIDE HYD		  ID=59 Q=8.26 ID I=61  HYD NO=BYPASS.A5
			  		   ID II=62 HYD NO=SURGE.A5
*PRINT HYD		  ID=61 CODE=10
*PRINT HYD		  ID=62 CODE=10
*************************************************************
*
*
ROUTE RESERVOIR	  ID=60 HYD=POND.A5  INFLOW ID=59 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0.0		0.0		5511
			  2.13	0.35		5512
			  5.13	1.03		5513
			  8.82	1.94		5514
			  13.07	3.15		5515
			  17.32	4.61		5516


PRINT HYD           ID=60 CODE=10
*
*
*ADD HYD		  ID=59 HYD=TOTALA5 ID I=61 II=60
*PRINT HYD		  ID=59 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.013
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=61 HYD=RTE.A4 INFLOW ID=24
                     DT=0.0  L=900 NS=0  SLOPE=0.013
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=61 CODE=0
*
*
ADD HYD		  ID=62 HYD=RTE.A4.A6 ID I=61 II=26
PRINT HYD		  ID=62 CODE=10
*
*
ADD HYD		  ID=63 HYD=RTEA4A6.PONDA5 ID I=62 II=60
PRINT HYD		  ID=63 CODE=10
*
*
*************************************************************
*DIVIDE HYD		  ID=63 Q=8.26 ID I=61  HYD NO=BYPASS.A6
			  		   ID II=62 HYD NO=SURGE.A6
*PRINT HYD		  ID=61 CODE=10
*PRINT HYD		  ID=62 CODE=10
*************************************************************
*
*
ROUTE RESERVOIR	  ID=64 HYD=POND.A6  INFLOW ID=63 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5500
			  2.13	0.30		5501
			  5.13	0.85		5502
			  8.82	1.57		5503
			  13.07	2.47		5504
			  17.32	3.52		5505
			  21.57	4.72		5506
			  100.00	6.06		5507
*
PRINT HYD           ID=64 CODE=10
*
*
*ADD HYD		  ID=66 HYD=TOTALA6 ID I=61 II=64
*PRINT HYD		  ID=66 CODE=10
*
*
ADD HYD		  ID=65 HYD=PONDA6.A7 ID I=64 II=27
PRINT HYD		  ID=65 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.021
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=66 HYD=RTE.A6.A7 INFLOW ID=65
                     DT=0.0  L=520 NS=0  SLOPE=0.021
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=66 CODE=0
*
*
COMPUTE NM HYD      ID=25  HYD NO=BASIN.D1  DA=.01816 SQ MI
		        %A=0  %B=19.0  %C=19.0 %D=62.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=25 CODE=10
*
ADD HYD	        ID=67 HYD=A6.A7.D1 ID I=66 II=25
PRINT HYD		  ID=67 CODE=10
*
*
*************************************************************
*DIVIDE HYD		  ID=67 Q=11.07 ID I=61  HYD NO=BYPASS.AD1
			  		   ID II=62 HYD NO=SURGE.D1
*PRINT HYD		  ID=61 CODE=10
*PRINT HYD		  ID=62 CODE=10
*************************************************************
*
*
ROUTE RESERVOIR	  ID=68 HYD=POND.D1  INFLOW ID=67 CODE=6.3
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5471
			  2.83	2.47		5472
			  6.84	3.52		5473
			  11.75	4.72		5474
			  17.42	6.06		5475

PRINT HYD           ID=68 CODE=10
*
*
*ADD HYD	        ID=67 HYD=TOTALD1 ID I=61 II=68
*PRINT HYD		  ID=67 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.018
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=69 HYD=RTE.D1 INFLOW ID=68
                     DT=0.0  L=1470 NS=0  SLOPE=0.018
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=69 CODE=0
*
*
****HERITAGE UNIT 1****
*
COMPUTE NM HYD      ID=25  HYD NO=BASIN.D2  DA=.03456 SQ MI
		        %A=0  %B=28.5  %C=28.5 %D=43.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=25 CODE=10
*
ADD HYD		  ID=70 HYD=PONDD1.D2 ID I=69 II=25
PRINT HYD		  ID=70 CODE=10
*
*
*****UNIVERSE BLVD*****
*
COMPUTE NM HYD      ID=26  HYD NO=BASIN.D3  DA=.00580 SQ MI
		        %A=0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=26 CODE=10
*
ADD HYD		  ID=71 HYD=D1.D2.D3 ID I=70 II=26
PRINT HYD		  ID=71 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.02
			   DIA=4.0  N=0.013
ROUTE MCUNGE         ID=72 HYD=RTE.D1 INFLOW ID=71
                     DT=0.0  L=1150 NS=0  SLOPE=0.02
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=72 CODE=0
*
*
****HERITAGE UNIT 2*****
*
COMPUTE NM HYD      ID=27  HYD NO=BASIN.D4  DA=.01961 SQ MI
		        %A=0  %B=28.5  %C=28.5 %D=43.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=27 CODE=10
*
*
ADD HYD		  ID=73 HYD=D1D2D3.D4 ID I=72 II=27
PRINT HYD		  ID=73 CODE=10
*
*
COMPUTE NM HYD      ID=28  HYD NO=BASIN.D5  DA=.01367 SQ MI
		        %A=0  %B=23.0  %C=23.0 %D=54.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=28 CODE=10
*
ADD HYD	        ID=74 HYD=D1234.D5 ID I=73 II=28
PRINT HYD		  ID=74 CODE=10
*
*
COMPUTE NM HYD      ID=25  HYD NO=BASIN.D6  DA=.00781 SQ MI
			  %A=0.0  %B=18.0  %C=18.0 %D=64.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=25 CODE=10
*
ADD HYD	        ID=75 HYD=D12345.D6 ID I=74 II=25
PRINT HYD		  ID=75 CODE=10
*
*S****** POND D INFLOW HYDROGRAPH
PUNCH HYD           ID=75
*
*************************************************************
DIVIDE HYD		  ID=75 Q=13.77 ID I=31  HYD NO=BYPASS.D
			  		   ID II=32 HYD NO=SURGE.D
PRINT HYD		  ID=31 CODE=10
PRINT HYD		  ID=32 CODE=10
*************************************************************
*
*
ROUTE RESERVOIR	  ID=50 HYD=POND.D  INFLOW ID=32 CODE=6.3
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5429.46
			  1.87	0.30		5431
			  2.97	1.01		5432
			  4.00	1.91		5433
			  4.98	2.91		5434
			  5.90	4.00		5435
			  6.79	5.17		5436
			  7.51	6.24		5436.85
			  130.0	7.80		5438
*
*
PRINT HYD           ID=50 CODE=10
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.0057
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=51 HYD=RTE.D INFLOW ID=50
                     DT=0.0  L=1530 NS=0  SLOPE=0.0057
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=51 CODE=0
*
*
ADD HYD		  ID=75 HYD=BYPASS.RTE.D ID I=51 II=31
PRINT HYD		  ID=75 CODE=10
*
*
COMPUTE NM HYD      ID=20  HYD NO=BASIN.C  DA=.01278 SQ MI
			  %A=0  %B=25.0  %C=25.0 %D=50.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=20 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.027
			   DIA=3.0  N=0.013
ROUTE MCUNGE         ID=76 HYD=RTE.C INFLOW ID=20
                     DT=0.0  L=1020 NS=0  SLOPE=0.027
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=76 CODE=0
*
*
******SANTA FE UNIT 1*******
*
COMPUTE NM HYD      ID=20  HYD NO=BASIN.F1  DA=.02208 SQ MI
			  %A=0  %B=21.7  %C=21.8 %D=56.5
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=20 CODE=10
*
ADD HYD		  ID=77 HYD=C.F1 ID I=76 II=20
PRINT HYD		  ID=77 CODE=10
*
*
*****UNIVERSE BLVD******
*
COMPUTE NM HYD      ID=21  HYD NO=BASIN.F2  DA=.00573 SQ MI
			  %A=0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=21 CODE=10
*
ADD HYD		  ID=78 HYD=CF1.F2 ID I=77 II=21
PRINT HYD		  ID=78 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.023
			   DIA=3.0  N=0.013
ROUTE MCUNGE         ID=79 HYD=RTE.CF1F2 INFLOW ID=78
                     DT=0.0  L=1560 NS=0  SLOPE=0.023
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=79 CODE=0
*
*
*****TAOS AT THE TRAILS****
*
COMPUTE NM HYD      ID=22  HYD NO=BASIN.F3  DA=.03563 SQ MI
			  %A=0  %B=21.7  %C=21.8 %D=56.5
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=22 CODE=10
*
ADD HYD		  ID=70 HYD=CF1F2.F3 ID I=79 II=22
PRINT HYD		  ID=70 CODE=10
*
*
******SANTA FE III********
*
COMPUTE NM HYD      ID=23  HYD NO=BASIN.F4  DA=.03892 SQ MI
			  %A=0  %B=25.0  %C=25.0 %D=50.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=23 CODE=10
*
*
ADD HYD		  ID=71 HYD=CF1F2F3.F4 ID I=70 II=23
PRINT HYD		  ID=71 CODE=10
*
ADD HYD		  ID=70 HYD=CF1F2F3F4.D ID I=71 II=75
PRINT HYD		  ID=70 CODE=10
*
*
*
COMPUTE NM HYD      ID=24  HYD NO=BASIN.F5  DA=.01852  SQ MI
			  %A=0  %B=12.5  %C=12.5 %D=75.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=24 CODE=10
*
*
COMPUTE NM HYD      ID=25  HYD NO=BASIN.J10  DA=.00628 SQ MI
			  %A=0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=25 CODE=10
*
*
COMPUTE NM HYD      ID=26  HYD NO=BASIN.J11  DA=.00733 SQ MI
			  %A=0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=26 CODE=10
*
ADD HYD		  ID=23 HYD=J10.J11 ID I=25 II=26
PRINT HYD		  ID=23 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.004
			   DIA=3.0  N=0.013
ROUTE MCUNGE         ID=10 HYD=RTE.J10J11 INFLOW ID=23
                     DT=0.0  L=1450 NS=0  SLOPE=0.004
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=10 CODE=0
*
*
*
COMPUTE NM HYD      ID=26  HYD NO=BASIN.F7  DA=.01097 SQ MI
			  %A=0.0  %B=7.5  %C=7.5 %D=85.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=26 CODE=10
*
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.004
			   DIA=3.5  N=0.013
ROUTE MCUNGE         ID=74 HYD=RTE.F7 INFLOW ID=26
                     DT=0.0  L=500 NS=0  SLOPE=0.004
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=74 CODE=0
*
*
ADD HYD		  ID=75 HYD=F7.F5 ID I=74 II=24
PRINT HYD		  ID=75 CODE=10
*
*
ROUTE RESERVOIR	  ID=51 HYD=POND.F5  INFLOW ID=75 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5421
			  3.00	0.1993	5422
			  7.00	0.4325	5423
			  11.00	0.7053	5424
			  15.00	1.0245	5425
			  20.00	1.3979	5426
			  50.00	1.8334	5427
*
*
PRINT HYD           ID=51 CODE=10
*
*
COMPUTE NM HYD      ID=27  HYD NO=BASIN.F8  DA=.00781 SQ MI
			  %A=0.0  %B=18.0  %C=18.0 %D=64.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=27 CODE=10
*
*
*
ADD HYD		  ID=78 HYD=PONDF5.F8 ID I=51 II=27
PRINT HYD		  ID=78 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.003
			   DIA=3.5  N=0.013
ROUTE MCUNGE         ID=77 HYD=RTE.PONDF5 INFLOW ID=78
                     DT=0.0  L=590 NS=0  SLOPE=0.004
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=77 CODE=0
*
*
ADD HYD		  ID=78 HYD=F1TOF8 ID I=77 II=70
PRINT HYD		  ID=78 CODE=10
*
*************************************************************
DIVIDE HYD		  ID=78 Q=6.20 ID I=31  HYD NO=BYPASS.F
			  		   ID II=32 HYD NO=SURGE.F
PRINT HYD		  ID=31 CODE=10
PRINT HYD		  ID=32 CODE=10
*************************************************************
*
*
ROUTE RESERVOIR	  ID=52 HYD=POND.F  INFLOW ID=32 CODE=6.3
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5415.08
			  3.80	0.25		5416.0
			  6.52	0.55		5417.0
			  8.74	1.69		5418.0
			  10.68	3.08		5419.0
			  12.41	4.54		5420.0
			  14.00	6.08		5421.0
			  15.47	7.70		5422.0
			  16.85	9.39		5423.0
			  18.29	11.16		5424.0
			  18.60	11.76		5424.33
			  100.00	13.02		5425.0
*
*
PRINT HYD           ID=52 CODE=10
*
*
ADD HYD		  ID=53 HYD=BYPASSF.PONDF ID I=31 II=52
PRINT HYD		  ID=53 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.004
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=77 HYD=RTE.PONDF INFLOW ID=53
                     DT=0.0  L=850 NS=0  SLOPE=0.004
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=77 CODE=0
*
*
*****RESERVE*****
*
COMPUTE NM HYD      ID=20  HYD NO=BASIN.G1  DA=.02531 SQ MI
			  %A=0  %B=25.0  %C=25.0 %D=50.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=20 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.007
			   DIA=3.0  N=0.013
ROUTE MCUNGE         ID=78 HYD=RTE.G1 INFLOW ID=20
                     DT=0.0  L=580 NS=0  SLOPE=0.007
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=78 CODE=0
*
*
*****SANTA FE 2*****
*
COMPUTE NM HYD      ID=21  HYD NO=BASIN.G2  DA=.02530 SQ MI
			  %A=0  %B=25.0  %C=25.0 %D=50.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=21 CODE=10
*
*
ADD HYD		  ID=30 HYD=G1.G2 ID I=78 II=21
PRINT HYD		  ID=30 CODE=10
*
*
ADD HYD		  ID=31 HYD=G1G2.PONDF ID I=30 II=77
PRINT HYD		  ID=31 CODE=10
*
*
*************************************************************
DIVIDE HYD		  ID=31 Q=17.61 ID I=32  HYD NO=BYPASS.G
			  	         ID II=33 HYD NO=SURGE.G
PRINT HYD		  ID=32 CODE=10
PRINT HYD		  ID=33 CODE=10
*************************************************************
*
*
ROUTE RESERVOIR	  ID=34 HYD=POND.G  INFLOW ID=33 CODE=6.3
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5415.67
			  2.50	0.23		5417.0
			  4.20	0.84		5418.0
			  5.77	1.83		5419.0
			  7.24	3.17		5420.0
			  8.63	4.70		5421.0
			  9.95	6.34		5422.0
			  10.45	7.21		5422.5
		        100.00	8.10		5423.0
*
*
PRINT HYD           ID=24 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.006
			   DIA=3.0  N=0.013
ROUTE MCUNGE         ID=78 HYD=RTE.PONDG INFLOW ID=34
                     DT=0.0  L=1440 NS=0  SLOPE=0.006
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=78 CODE=0
*
*
ADD HYD		  ID=79 HYD=BYPASS.RTE.G ID I=78 II=32
PRINT HYD		  ID=79 CODE=10
*
*
*********************************************************************
*
*************POND G DISCHARGES INTO POND K***************************
*
COMPUTE NM HYD      ID=55  HYD NO=OFFSITE2  DA=.0805 SQ MI
			  %A=100  %B=0.0  %C=0.0 %D=0.0
			  TP=-.66 HR  RAIN=-1
PRINT HYD           ID=55 CODE=10
*
*
ROUTE RESERVOIR	  ID=50 HYD=OFFPOND2  INFLOW ID=55 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0		0		0
			  2.16	0.047		1
			  3.06	0.222		2
			  3.75	0.466		3
			  4.33	0.751		4
			  4.84	1.081		5
*
*
 PRINT HYD		  ID=50 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.011
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=70 HYD=RTE.OFFPOND2 INFLOW ID=50
                     DT=0.0  L=900 NS=0  SLOPE=0.011
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=70 CODE=0
*
*
COMPUTE NM HYD      ID=30  HYD NO=BASIN.B  DA=.01998 SQ MI
			  %A=0  %B=34.0  %C=34.0 %D=32.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=30 CODE=10
*
*
ROUTE RESERVOIR	  ID=51 HYD=POND.B  INFLOW ID=30 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5515
			  1.71	0.06		5516
			  2.42	0.24		5517
			  2.96	0.55		5518
			  3.42	0.99		5519
			  3.82	1.67		5520
*
*
PRINT HYD		  ID=51 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.03
			   DIA=2.0  N=0.013
ROUTE MCUNGE         ID=71 HYD=RTE.PONDB INFLOW ID=51
                     DT=0.0  L=1180 NS=0  SLOPE=0.03
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=71 CODE=0
*
*
*ADD HYD		  ID=72 HYD=OFF.B ID I=71 II=70
*PRINT HYD		  ID=72 CODE=10
*
*
COMPUTE NM HYD      ID=30  HYD NO=BASINE1.1  DA=.02753 SQ MI
			  %A=0.0  %B=33.0  %C=33.0 %D=34.0
			  TP=-0.133 HR  RAIN=-1
PRINT HYD           ID=30 CODE=10
*
*
ADD HYD		  ID=73 HYD=OFF.E11 ID I=70 II=30
PRINT HYD		  ID=73 CODE=10
*
*
COMPUTE NM HYD      ID=31  HYD NO=BASINE1.2  DA=.00588 SQ MI
			  %A=0.0  %B=33.0  %C=33.0 %D=34.0
			  TP=-0.133 HR  RAIN=-1
PRINT HYD           ID=31 CODE=10
*
*
COMPUTE NM HYD      ID=32  HYD NO=BASIN.E2  DA=.01348 SQ MI
			  %A=0.0  %B=18.0  %C=18.0 %D=64.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=32 CODE=10
*
*
ADD HYD		  ID=72 HYD=E2.E12 ID I=31 II=32
PRINT HYD		  ID=72 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.002
			   DIA=3.0  N=0.013
ROUTE MCUNGE         ID=76 HYD=RTE.E12 INFLOW ID=72
                     DT=0.0  L=800 NS=0  SLOPE=0.01
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=76 CODE=0
*
*
COMPUTE NM HYD      ID=33  HYD NO=BASIN.E3  DA=.01197 SQ MI
			  %A=0.0  %B=25.0  %C=25.0 %D=50.0
			  TP=-0.133 HR  RAIN=-1
PRINT HYD           ID=33 CODE=10
*
*
COMPUTE NM HYD      ID=34  HYD NO=BASIN.E4  DA=.00577 SQ MI
			  %A=0.0  %B=5.0  %C=5.0 %D=90.0
			  TP=-0.133 HR  RAIN=-1
PRINT HYD           ID=34 CODE=10
*
*
ADD HYD		  ID=74 HYD=E3.E4 ID I=33 II=34
PRINT HYD		  ID=74 CODE=10
*
*
ADD HYD		  ID=75 HYD=E3E4.PONDB ID I=74 II=71
PRINT HYD		  ID=75 CODE=10
*
*
ADD HYD		  ID=74 HYD=E3E4B.OFFE11 ID I=75 II=73
PRINT HYD		  ID=74 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.026
			   DIA=4.0  N=0.013
ROUTE MCUNGE         ID=77 HYD=RTE.E1E4 INFLOW ID=74
                     DT=0.0  L=1210 NS=0  SLOPE=0.026
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=77 CODE=0
*
*
ADD HYD		  ID=78 HYD=E1E4.E12 ID I=77 II=76
PRINT HYD		  ID=78 CODE=10
*
*
COMPUTE NM HYD      ID=35  HYD NO=BASIN.E5  DA=.04402 SQ MI
			  %A=0.0  %B=29.0  %C=29.0 %D=42.0
			  TP=-0.133 HR  RAIN=-1
PRINT HYD           ID=35 CODE=10
*
*
ADD HYD		  ID=80 HYD=E1E4.E5 ID I=78 II=35
PRINT HYD		  ID=80 CODE=10
*
*
COMPUTE NM HYD      ID=36  HYD NO=BASIN.E6  DA=.00488 SQ MI
			  %A=0.0  %B=5.0  %C=5.0 %D=90.0
			  TP=-0.133 HR  RAIN=-1
PRINT HYD           ID=36 CODE=10
*
*
ADD HYD		  ID=40 HYD=E1E6 ID I=80 II=36
PRINT HYD		  ID=40 CODE=10
*
*
*************************************************************
DIVIDE HYD		  ID=40 Q=15.5 ID I=61  HYD NO=BYPASS.E
			  		   ID II=62 HYD NO=SURGE.E
PRINT HYD		  ID=61 CODE=10
PRINT HYD		  ID=62 CODE=10
*************************************************************
*
*
ROUTE RESERVOIR	  ID=37 HYD=POND.E  INFLOW ID=62 CODE=6.3
			  OUTFLOW	STORAGE	DEPTH
			  0.0		0.00		5441.6
			  3.31	1.37		5444
			  4.53	2.73		5445
			  5.68	4.25		5446
			  6.77	5.97		5447
			  7.81	7.52		5448
			  50.0	9.07		5449
*
PRINT HYD		  ID=37 CODE=10
*
*
ADD HYD		  ID=40 HYD=TOTALE ID I=61 II=37
PRINT HYD		  ID=40 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.022
			   DIA=2.5  N=0.013
ROUTE MCUNGE         ID=38 HYD=RTE.PONDE INFLOW ID=40
                     DT=0.0  L=1200 NS=0  SLOPE=0.022
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=38 CODE=0
*
*
*
***PARK***
*
COMPUTE NM HYD      ID=32  HYD NO=BASIN.P  DA=.00845 SQ MI
			  %A=43  %B=25  %C=25 %D=7
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=32 CODE=10
*
*
***VALLE VISTA***
*
COMPUTE NM HYD      ID=33  HYD NO=BASIN.H1  DA=.01825 SQ MI
			  %A=0.0  %B=16  %C=16 %D=68
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=33 CODE=10
*
*
ADD HYD		  ID=43 HYD=PONDE.H1 ID I=38 II=33
PRINT HYD		  ID=43 CODE=10
*
*
***RAINBOW BLVD PORTION***
*
COMPUTE NM HYD      ID=34  HYD NO=BASIN.H2  DA=.00836 SQ MI
			  %A=0.0  %B=0.0  %C=10.0 %D=90.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=34 CODE=10
*
*
ADD HYD		  ID=44 HYD=P.H2 ID I=32 II=34
PRINT HYD		  ID=44 CODE=10
*
*
ADD HYD		  ID=45 HYD=PH2.H1 ID I=44 II=43
PRINT HYD		  ID=45 CODE=10
*
*
*
COMPUTE NM HYD      ID=35  HYD NO=BASIN.H3  DA=.01191 SQ MI
			  %A=0.0  %B=20.0  %C=20.0 %D=60.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=35 CODE=10
*
*
ADD HYD		  ID=46 HYD=PH1H3 ID I=45 II=35
PRINT HYD		  ID=46 CODE=10
*
*
*
*************************************************************
DIVIDE HYD		  ID=46 Q=21.6 ID I=47  HYD NO=BYPASS.H
			  	         ID II=48 HYD NO=SURGE.H
PRINT HYD		  ID=47 CODE=10
PRINT HYD		  ID=48 CODE=10
*************************************************************
*
*
******
ROUTE RESERVOIR	  ID=30 HYD=POND.H  INFLOW ID=48 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0.0		0.0		5418.65
			  2.31	0.57		5420
			  3.88	1.62		5421
			  5.36	3.02		5422
			  100.0	4.60		5423
*
PRINT HYD		  ID=30 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.003
			   DIA=2.5  N=0.013
ROUTE MCUNGE         ID=49 HYD=RTE.PONDH INFLOW ID=30
                     DT=0.0  L=1600 NS=0  SLOPE=0.003
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=49 CODE=0
*
*
ADD HYD		  ID=31 HYD=BYPASS.RTE.H ID I=49 II=47
PRINT HYD		  ID=31 CODE=10
*
*
*****TIERRA VISTA******
*
COMPUTE NM HYD      ID=20  HYD NO=BASIN.K1  DA=.02673 SQ MI
			  %A=0.0  %B=19.0  %C=19.0 %D=62.0
			  TP=-.1715 HR  RAIN=-1
PRINT HYD           ID=20 CODE=10
*
*
ADD HYD		  ID=32 HYD=PONDH.K1 ID I=31 II=20
PRINT HYD		  ID=32 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.0088
			   DIA=4.5  N=0.013
ROUTE MCUNGE         ID=33 HYD=RTE.K1 INFLOW ID=32
                     DT=0.0  L=800 NS=0  SLOPE=0.0088
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=33 CODE=0
*
*
COMPUTE NM HYD      ID=21  HYD NO=BASIN.K2  DA=.01486 SQ MI
			  %A=0.0  %B=15.0  %C=15.0 %D=70.0
			  TP=-.1715 HR  RAIN=-1
PRINT HYD           ID=21 CODE=10
*
ADD HYD	  	  ID=34 HYD=K1.K2 ID I=33 II=21
PRINT HYD		  ID=34 CODE=10
*
*
COMPUTE NM HYD      ID=22  HYD NO=BASIN.K3  DA=.00914 SQ MI
			  %A=0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=22 CODE=10
*
*
ADD HYD		  ID=24 HYD=PONDG.K3 ID I=79 II=22
PRINT HYD		  ID=24 CODE=10
*
*
COMPUTE NM HYD      ID=23  HYD NO=BASIN.K4  DA=.0134 SQ MI
			  %A=0.0  %B=70.0  %C=30.0 %D=0.0
			  TP=-.133 HR  RAIN=-1
PRINT HYD           ID=23 CODE=10
*
*
ADD HYD		  ID=25 HYD=K3.K4 ID I=24 II=23
PRINT HYD		  ID=25 CODE=10
*
*
********BASINS 2, B, E, H, L ARE LATER ROUTED THROUGH POND K***********
*
*
COMPUTE NM HYD      ID=81  HYD NO=BASIN.J1  DA=.00517 SQ MI
			  %A=0.0  %B=12.5  %C=12.5 %D=75.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=81 CODE=10
*
*****CANTATA*****
*
COMPUTE NM HYD      ID=82  HYD NO=BASIN.J2  DA=.01706 SQ MI
			  %A=0.0  %B=12.5  %C=12.5 %D=75.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=82 CODE=10
*
COMPUTE NM HYD      ID=83  HYD NO=BASIN.J3  DA=.00580 SQ MI
			  %A=0.0  %B=19.0  %C=19.0 %D=62.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=83 CODE=10
*
*****CANTATA*****
*
COMPUTE NM HYD      ID=84  HYD NO=BASIN.J4  DA=.01006 SQ MI
			  %A=0.0  %B=12.5  %C=12.5 %D=75.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=84 CODE=10
*
*
COMPUTE NM HYD      ID=85  HYD NO=BASIN.J5  DA=.00134 SQ MI
			  %A=0.0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=85 CODE=10
*
*
COMPUTE NM HYD      ID=86  HYD NO=BASIN.J6  DA=.00422 SQ MI
			  %A=0.0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=86 CODE=10
*
*
COMPUTE NM HYD      ID=87  HYD NO=BASIN.J7  DA=.00444 SQ MI
			  %A=0.0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=87 CODE=10
*
*
COMPUTE NM HYD      ID=88  HYD NO=BASIN.J8  DA=.00903 SQ MI
			  %A=0.0  %B=70.0  %C=30.0 %D=0.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=88 CODE=10
*
*
COMPUTE NM HYD      ID=89  HYD NO=BASIN.J9  DA=.00548 SQ MI
			  %A=0.0  %B=7.5  %C=7.5 %D=85.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=89 CODE=10
*
*
COMPUTE NM HYD      ID=12  HYD NO=BASIN.J12  DA=.01419 SQ MI
			  %A=100.0  %B=0.0  %C=0.0 %D=0.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=12 CODE=10
*
*
ADD HYD		  ID=11 HYD=J10J11.J6 ID I=86 II=10
PRINT HYD		  ID=11 CODE=10
*
*
ADD HYD		  ID=95 HYD=J10J11J6.J9 ID I=11 II=89
PRINT HYD		  ID=95 CODE=10
*
*
ADD HYD		  ID=90 HYD=J10J11J6J9.J5 ID I=85 II=95
PRINT HYD		  ID=90 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.007
			   DIA=3.0  N=0.013
ROUTE MCUNGE         ID=91 HYD=RTE.J5J6 INFLOW ID=90
                     DT=0.0  L=350 NS=0  SLOPE=0.007
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=91 CODE=0
*
*
ADD HYD		  ID=93 HYD=J1.J4 ID I=81 II=84
PRINT HYD		  ID=93 CODE=10
*
ADD HYD		  ID=94 HYD=J1J4.J5J6J9 ID I=91 II=93
PRINT HYD		  ID=94 CODE=10
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.007
			   DIA=3.5  N=0.013
ROUTE MCUNGE         ID=92 HYD=RTE.J14569 INFLOW ID=94
                     DT=0.0  L=650 NS=0  SLOPE=0.007
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=92 CODE=0
*
*
ADD HYD		  ID=95 HYD=J2.J3 ID I=82 II=83
PRINT HYD		  ID=95 CODE=10
*
*
ADD HYD		  ID=94 HYD=J2J3.J7 ID I=95 II=87
PRINT HYD		  ID=94 CODE=10
*
*
ADD HYD		  ID=96 HYD=J145679.J237 ID I=94 II=92
PRINT HYD		  ID=96 CODE=10
*
ADD HYD		  ID=97 HYD=J1J7.J8 ID I=96 II=88
PRINT HYD		  ID=97 CODE=10
*
*
ADD HYD		  ID=98 HYD=J1J8.J12 ID I=97 II=12
PRINT HYD		  ID=98 CODE=10
*
*
*************************************************************
DIVIDE HYD		  ID=98 Q=26.34 ID I=83  HYD NO=BYPASSJ
			  		   ID II=84 HYD NO=SURGEJ
PRINT HYD		  ID=83 CODE=10
PRINT HYD		  ID=84 CODE=10
***************************************************************
*
*
ROUTE RESERVOIR	  ID=90 HYD=POND.J  INFLOW ID=84 CODE=10
			  OUTFLOW	STORAGE	DEPTH
			  0		0		5414
			  3.82	1.96		5415
			  7.20	4.70		5416
			  10.28	7.94		5417
			  100.0	11.56		5418
*
PRINT HYD		  ID=90 CODE=0
*
*
ADD HYD		  ID=97 HYD=BYPASS.SURGEPONDJ ID I=90 II=83
PRINT HYD		  ID=97 CODE=10
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.007
			   DIA=4.0  N=0.013
ROUTE MCUNGE         ID=91 HYD=RTE.J5J6 INFLOW ID=97
                     DT=0.0  L=1100 NS=0  SLOPE=0.007
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=91 CODE=0
*
****TAOS******
*
COMPUTE NM HYD      ID=30  HYD NO=BASIN.K5  DA=.02364 SQ MI
			  %A=0.0  %B=19.0  %C=19.0 %D=62.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=30 CODE=10
*
*
COMPUTE NM HYD      ID=31  HYD NO=BASIN.K6  DA=.00220 SQ MI
			  %A=0.0  %B=5.0  %C=5.0 %D=90.0
			  TP=-.1333 HR  RAIN=-1
PRINT HYD           ID=31 CODE=10
*
*
ADD HYD		  ID=41 HYD=K5.K6 ID I=30 II=31
PRINT HYD		  ID=41 CODE=10
*
*
*ADD HYD		  ID=83 HYD=1ADCFG.JK6 ID I=27 II=91
*PRINT HYD		  ID=83 CODE=10
*
*
ADD HYD		  ID=43 HYD=K5K6.PONDJ I=41 II=91
PRINT HYD		  ID=43 CODE=10
*
*
ADD HYD		  ID=44 HYD=K5K6PONDJ.K3K4 I=43 II=25
PRINT HYD		  ID=44 CODE=10
*
*
ADD HYD		  ID=96 HYD=PONDJK13.K1K4 ID I=34 II=44
PRINT HYD		  ID=96 CODE=10
*
************************************************************************
DIVIDE HYD		  ID=96 Q=44.91 ID I=97  HYD NO=BYPASS.K
			  		   ID II=98 HYD NO=SURGE.K
PRINT HYD		  ID=97 CODE=10
PRINT HYD		  ID=98 CODE=10
************************************************************************
*
*
*
ROUTE RESERVOIR	  ID=70 HYD=POND.K  INFLOW ID=98 CODE=5
			  OUTFLOW	STORAGE	DEPTH
			  0.00	0		5404.85
			  6.79	2.60		5406
			  12.04	5.29		5407
			  16.84	9.24		5408
			  21.30	14.84		5409
			  25.48	21.67		5410
*
PRINT HYD		  ID=70 CODE=10
*
ADD HYD		  ID=99 HYD=BYPASS.ROUTE.K ID I=70 II=97
PRINT HYD		  ID=99 CODE=5
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.005
			   DIA=2.5  N=0.013
ROUTE MCUNGE         ID=1 HYD=RTE.PONDK INFLOW ID=99
                     DT=0.0  L=2000 NS=0  SLOPE=0.005
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=1 CODE=0
*
*
COMPUTE NM HYD       ID=2  HYD NO=UNIVROWNORTH  DA=.007266 SQ MI
			   %A=0.0  %B=5.0  %C=5.0 %D=90.0
			   TP=-.1333 HR  RAIN=-1
PRINT HYD            ID=2 CODE=5
*
ADD HYD		   ID=3 HYD=UNIVN.PONDK ID I=1 II=2
PRINT HYD		   ID=3 CODE=5
*
*
COMPUTE RATING CURVE CID=1  VS NO=1  CODE=-1   SLP=0.005
			   DIA=2.5  N=0.013
ROUTE MCUNGE         ID=4 HYD=RTE.UNIVN INFLOW ID=3
                     DT=0.0  L=2000 NS=0  SLOPE=0.005
                     MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0
*
PRINT HYD            ID=4 CODE=0
*
*
COMPUTE NM HYD       ID=5  HYD NO=UNIVROWSOUTH  DA=.007266 SQ MI
			   %A=0.0  %B=5.0  %C=5.0 %D=90.0
			   TP=-.1333 HR  RAIN=-1
PRINT HYD            ID=5 CODE=5
*
ADD HYD		   ID=6 HYD=UNIVNS.PONDK ID I=4 II=5
PRINT HYD		   ID=6 CODE=5
*
PUNCH HYD            ID=6
*
*S**********************************************************************
*
*S******END OF TRAILS DRAINAGE ANALYSIS
*
FINISH