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<br />C mod2o.dat <br /> <br />1 CAL3QHC: LINE SOURCE DISPERSION MODEL - V <br />ERSION 2.01 JANUARY 1992 PAGE 1 <br /> <br />JOB: CENTRE POINTE (ROSEVILLE, MN) <br />CLEVELAND & COUNTY C INTERSECTION <br />DATE: 03/07/01 TIME: 15:27 <br /> <br />S <br /> <br />SITE & METEOROLOGICAL VARIABLES <br /> <br />------------------------------- <br /> <br />VS = <br />tJ = <br />MIXH = <br /> <br />0.0 CM/S <br />1. 0 M/S <br />1000. M <br /> <br />VD = 0.0 CM/S <br />CLAS = 4 (D) <br />AMB = 0.0 PPM <br /> <br />LINK VARIABLES <br /> <br />-------------- <br /> <br />* <br /> <br />LINK DESCRIPTION <br />LENGTH BRG TYPE <br /> <br />VPH <br />* <br /> <br />* <br /> <br />(FT) (DEG) <br /> <br />RUN <br /> <br />ZO = 175. CM <br />ATIM 60. MINUTE <br /> <br />EF <br />Xl <br />(G/MI) <br /> <br />LINK COORDINATES (FT) <br />H W V/C QUEUE <br />Y1 X2 <br />(FT) (FT) (VEH) <br /> <br />* <br /> <br />Y2 <br /> <br />------------------------*------------------------------------ <br /> <br />----*---------------------------------------------------------- <br /> <br />6.0 * <br /> <br />6.0 * <br /> <br />2.0 * <br /> <br />0.0 * <br /> <br />6.0 * <br /> <br />4.0 * <br /> <br />4.0 * <br /> <br />9.0 * <br /> <br />0.0 * <br /> <br />4.0 * <br /> <br />6.0 * <br /> <br />4.6 * <br /> <br />3.5 * <br /> <br />1. COUNTY <br />1000. <br />2. COUNTY <br />47. <br />3. COUNTY <br />66. <br />4. COUNTY <br />12. <br />5. COUNTY <br />850. <br />6. COUNTY <br />1000. <br />7. COUNTY <br />81. <br />8. COUNTY <br />37. <br />9. COUNTY <br />63. <br />10. COUNTY <br />850. <br />11. Clvlnd <br />2077. <br />12. Clvlnd <br />117. <br />13. Clvlnd <br />20. <br /> <br />C WB Appr. * <br />90. AG 813. <br />C WB Queue * <br />90. AG 779. <br />C WB Q.R * <br />90. AG 3 90 . <br />C WB Q.L * <br />90. AG 390. <br />C WB Dep. * <br />270. AG 428. <br />C EB Appr. * <br />270. AG 1329. <br />C EB Queue * <br />270. AG 779. <br />C EB Q.R * <br />270. AG 390. <br />C EB Q.L * <br />270. AG 390. <br />C EB Dep. * <br />90. AG 738. <br />NB Appr. * <br />295. AG 873. <br />NB Queue * <br />295. AG 390. <br />NB Q.R * <br />295. AG 390. <br /> <br />1015.0 <br />12.0 <br />1015.0 <br />100.0 <br />1015.0 <br />100.0 <br />1015.0 <br />100.0 <br />865.0 <br />12.0 <br />965.0 <br />12.0 <br />965.0 <br />100.0 <br />965.0 <br />100.0 <br />965.0 <br />100.0 <br />1115.0 <br />12.0 <br />1006.0 <br />12.0 <br />1006.0 <br />100.0 <br />1012.0 <br />100.0 <br /> <br />Page 1 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />166.0 <br />24.0 <br />166.0 1061.8 <br />24.0 0.15 2.4 <br />172.0 1081.3 <br />12.0 0.40 3.4 <br />160.0 1026.8 <br />12.0 0.07 0.6 <br />166.0 15.0 <br />24.0 <br />134.0 <br />24.0 <br />134.0 884.3 <br />24.0 0.25 4.1 <br />129.0 928.3 <br />12.0 0.22 1.9 <br />140.0 901.6 <br />12.0 0.39 3.2 <br />134.0 1965.0 <br />24.0 <br />125.0 <br />24.0 <br />125.0 <br />12.0 0.36 <br />125.0 <br />12.0 0.12 <br /> <br />2015.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />0.0 <br /> <br />-35.0 <br /> <br />-875.0 <br /> <br />900.0 <br />5.9 <br />994.0 <br />1.0 <br /> <br />16 <br /> <br />16 <br /> <br />17 <br /> <br />16 <br /> <br />16 <br /> <br />13 <br /> <br />13 <br /> <br />12 <br /> <br />14 <br /> <br />13 <br /> <br />100 <br /> <br />17 <br /> <br />13 <br />