PRO/II模拟浮阀塔出现问题
PRO/II模拟一个直径1600mm的浮阀塔，结果如下：TRAYVAPORLIQUIDVLOAD -- DESIGN -- NEXT SMALLER NEXT LARGER NP
M3/S M3/S M3/S DIA, MMFF DIA, MMFF DIA, MMFF
--------- ------------ ------- ---- ------- ---- ------- ---- --
2 1.167 0.000020.035 911.550.4 762. 72.1 914. 50.1 1
MECHANICAL RESTRICTION ON TRAY 2,FOR FF = 60.0, CALCD. DIA =835.3
3 1.150 0.000020.034 907.250.3 762. 71.4 914. 49.6 1
MECHANICAL RESTRICTION ON TRAY 3,FOR FF = 60.0, CALCD. DIA =831.0
4 1.133 0.000020.034 903.050.3 762. 70.6 914. 49.1 1
MECHANICAL RESTRICTION ON TRAY 4,FOR FF = 60.0, CALCD. DIA =826.8
5 1.116 0.000020.034 898.850.3 762. 69.9 914. 48.6 1
MECHANICAL RESTRICTION ON TRAY 5,FOR FF = 60.0, CALCD. DIA =822.6
6 1.100 0.000020.034 894.650.2 762. 69.2 914. 48.1 1
MECHANICAL RESTRICTION ON TRAY 6,FOR FF = 60.0, CALCD. DIA =818.4
7 1.084 0.000010.033 890.550.2 762. 68.5 914. 47.6 1
MECHANICAL RESTRICTION ON TRAY 7,FOR FF = 60.0, CALCD. DIA =814.3
8 1.069 0.000010.033 886.450.1 762. 67.8 914. 47.1 1
MECHANICAL RESTRICTION ON TRAY 8,FOR FF = 60.0, CALCD. DIA =810.2
9 1.993 0.005740.062 1249.560.0 1219. 62.8 1372. 50.5 1
10 1.994 0.005780.063 1253.360.0 1219. 63.2 1372. 50.7 1
11 1.984 0.005800.063 1253.660.0 1219. 63.2 1372. 50.8 1
12 1.972 0.005820.063 1253.260.0 1219. 63.2 1372. 50.7 1
13 1.960 0.005840.063 1252.860.0 1219. 63.1 1372. 50.7 1
14 1.949 0.005850.063 1252.660.0 1219. 63.1 1372. 50.7 1
15 1.939 0.005870.063 1252.860.0 1219. 63.1 1372. 50.7 1
16 1.930 0.005900.064 1253.360.0 1219. 63.2 1372. 50.8 1
17 1.920 0.005920.064 1254.060.0 1219. 63.2 1372. 50.8 1
18 1.899 0.005940.063 1251.060.0 1219. 63.0 1372. 50.6 1
** WARNING **Design diameter includes mechanical restriction allowances.
如何处理？
浮阀塔使用PRO/II模拟时不用输入塔径？
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