Changeset 9737 for trunk/anuga_core/anuga/structures/tests
- Timestamp:
- Oct 4, 2016, 4:13:00 PM (9 years ago)
- File:
-
- 1 edited
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trunk/anuga_core/anuga/structures/tests/test_boyd_box_operator.py
r9440 r9737 352 352 culvert_width=3.6 353 353 culvert_height=1.20 354 culvert_blockage = 0.00 354 355 355 356 culvert_type='box' … … 371 372 print 'width ',culvert_width 372 373 print 'depth ',culvert_height 374 print 'blockage',culvert_blockage 373 375 print 'flow_width ',culvert_width 374 376 print 'length ' ,culvert_length … … 378 380 print 'sum_loss ',sum_loss 379 381 print 'manning ',manning 380 381 382 382 383 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 383 culvert_height, 384 culvert_height, 385 culvert_blockage, 384 386 culvert_width, 385 387 culvert_length, … … 528 530 culvert_width=3.60 529 531 culvert_height=1.20 530 532 culvert_blockage = 0.00 533 531 534 culvert_type='box' 532 535 manning=0.013 … … 548 551 print 'width ',culvert_width 549 552 print 'depth ',culvert_height 553 print 'blockage',culvert_blockage 550 554 print 'flow_width ',culvert_width 551 555 print 'length ' ,culvert_length … … 555 559 print 'sum_loss ',sum_loss 556 560 print 'manning ',manning 557 561 558 562 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 559 culvert_height, 563 culvert_height, 564 culvert_blockage, 560 565 culvert_width, 561 566 culvert_length, … … 702 707 culvert_width=3.60 703 708 culvert_height=1.20 704 709 culvert_blockage = 0.00 710 705 711 culvert_type='box' 706 712 manning=0.013 … … 723 729 print 'width ',culvert_width 724 730 print 'depth ',culvert_height 731 print 'blockage',culvert_blockage 725 732 print 'flow_width ',culvert_width 726 733 print 'length ' ,culvert_length … … 730 737 print 'sum_loss ',sum_loss 731 738 print 'manning ',manning 732 739 733 740 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 734 culvert_height, 741 culvert_height, 742 culvert_blockage, 735 743 culvert_width, 736 744 culvert_length, … … 881 889 inlet_velocity=1.0 882 890 outlet_velocity=0.5 891 883 892 culvert_length=10.0 884 893 culvert_width=3.60 885 894 culvert_height=1.20 886 895 culvert_blockage = 0.00 896 887 897 culvert_type='box' 888 898 manning=0.013 … … 907 917 print 'width ',culvert_width 908 918 print 'depth ',culvert_height 919 print 'blockage',culvert_blockage 909 920 print 'flow_width ',culvert_width 910 921 print 'length ' ,culvert_length … … 914 925 print 'sum_loss ',sum_loss 915 926 print 'manning ',manning 916 927 917 928 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 918 culvert_height, 929 culvert_height, 930 culvert_blockage, 919 931 culvert_width, 920 932 culvert_length, … … 1057 1069 outlet_depth=2.5 1058 1070 outlet_velocity=0.5 1071 1059 1072 culvert_length=10.0 1060 1073 culvert_width=3.60 1061 1074 culvert_height=1.20 1062 1075 culvert_blockage = 0.00 1076 1063 1077 culvert_type='box' 1064 1078 manning=0.013 … … 1080 1094 print 'width ',culvert_width 1081 1095 print 'depth ',culvert_height 1096 print 'blockage',culvert_blockage 1082 1097 print 'flow_width ',culvert_width 1083 1098 print 'length ' ,culvert_length … … 1087 1102 print 'sum_loss ',sum_loss 1088 1103 print 'manning ',manning 1089 1104 1090 1105 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 1091 culvert_height, 1106 culvert_height, 1107 culvert_blockage, 1092 1108 culvert_width, 1093 1109 culvert_length, … … 1234 1250 outlet_depth=0.80 1235 1251 outlet_velocity=4.0 1252 1236 1253 culvert_length=10.0 1237 1254 culvert_width=3.60 1238 1255 culvert_height=1.20 1239 1256 culvert_blockage = 0.00 1257 1240 1258 culvert_type='box' 1241 1259 manning=0.013 … … 1257 1275 print 'width ',culvert_width 1258 1276 print 'depth ',culvert_height 1277 print 'blockage',culvert_blockage 1259 1278 print 'flow_width ',culvert_width 1260 1279 print 'length ' ,culvert_length … … 1266 1285 1267 1286 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 1268 culvert_height, 1287 culvert_height, 1288 culvert_blockage, 1269 1289 culvert_width, 1270 1290 culvert_length, … … 1411 1431 culvert_width=3.6 1412 1432 culvert_height=1.20 1413 1433 culvert_blockage = 0.00 1434 1414 1435 culvert_type='box' 1415 1436 manning=0.013 … … 1434 1455 print 'width ',culvert_width 1435 1456 print 'depth ',culvert_height 1457 print 'blockage',culvert_blockage 1436 1458 print 'flow_width ',culvert_width 1437 1459 print 'length ' ,culvert_length … … 1443 1465 1444 1466 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 1445 culvert_height, 1467 culvert_height, 1468 culvert_blockage, 1446 1469 culvert_width, 1447 1470 culvert_length, … … 1600 1623 culvert_width=3.60 1601 1624 culvert_height=1.20 1602 1625 culvert_blockage = 0.00 1626 1603 1627 culvert_type='box' 1604 1628 manning=0.013 … … 1621 1645 print 'width ',culvert_width 1622 1646 print 'depth ',culvert_height 1647 print 'blockage',culvert_blockage 1623 1648 print 'flow_width ',culvert_width 1624 1649 print 'length ' ,culvert_length … … 1630 1655 1631 1656 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 1632 culvert_height, 1657 culvert_height, 1658 culvert_blockage, 1633 1659 culvert_width, 1634 1660 culvert_length, … … 1782 1808 culvert_width=3.60 1783 1809 culvert_height=1.20 1784 1810 culvert_blockage = 0.00 1811 1785 1812 culvert_type='box' 1786 1813 manning=0.013 … … 1803 1830 print 'width ',culvert_width 1804 1831 print 'depth ',culvert_height 1832 print 'blockage',culvert_blockage 1805 1833 print 'flow_width ',culvert_width 1806 1834 print 'length ' ,culvert_length … … 1812 1840 1813 1841 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 1814 culvert_height, 1842 culvert_height, 1843 culvert_blockage, 1815 1844 culvert_width, 1816 1845 culvert_length, … … 1963 1992 outlet_depth=0.8 1964 1993 inlet_velocity=1.0 1965 outlet_velocity=0.5 1994 outlet_velocity=0.5 1995 1966 1996 culvert_length=10.0 1967 1997 culvert_width=3.60 1968 1998 culvert_height=1.20 1999 culvert_blockage = 0.0 1969 2000 1970 2001 culvert_type='box' … … 1989 2020 print 'width ',culvert_width 1990 2021 print 'depth ',culvert_height 2022 print 'blockage',culvert_blockage 1991 2023 print 'flow_width ',culvert_width 1992 2024 print 'length ' ,culvert_length … … 1998 2030 1999 2031 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 2000 culvert_height, 2032 culvert_height, 2033 culvert_blockage, 2001 2034 culvert_width, 2002 2035 culvert_length, … … 2150 2183 outlet_depth=1.3 2151 2184 outlet_velocity=0.5 2185 2152 2186 culvert_length=10.0 2153 2187 culvert_width=3.60 2154 2188 culvert_height=1.20 2189 culvert_blockage = 0.00 2155 2190 2156 2191 culvert_type='box' … … 2174 2209 print 'width ',culvert_width 2175 2210 print 'depth ',culvert_height 2211 print 'blockage',culvert_blockage 2176 2212 print 'flow_width ',culvert_width 2177 2213 print 'length ' ,culvert_length … … 2183 2219 2184 2220 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 2185 culvert_height, 2221 culvert_height, 2222 culvert_blockage, 2186 2223 culvert_width, 2187 2224 culvert_length, … … 2335 2372 outlet_depth=0.8 2336 2373 outlet_velocity=4.0 2374 2337 2375 culvert_length=10.0 2338 2376 culvert_width=3.60 2339 2377 culvert_height=1.20 2378 culvert_blockage = 0.00 2340 2379 2341 2380 culvert_type='box' … … 2359 2398 print 'width ',culvert_width 2360 2399 print 'depth ',culvert_height 2400 print 'blockage',culvert_blockage 2361 2401 print 'flow_width ',culvert_width 2362 2402 print 'length ' ,culvert_length … … 2368 2408 2369 2409 Q, v, d, flow_area, case= boyd_box_function(culvert_width, 2370 culvert_height, 2410 culvert_height, 2411 culvert_blockage, 2371 2412 culvert_width, 2372 2413 culvert_length,
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