“EXAMPLE”連續排液臨界流量計算結果$0

 氣   量$7	 井底流壓$7	 最大內徑$7	 井口流壓$7	 最大內徑$7
 $3	     $3	  (井底)$3	 $3	  (井口)$3
 萬方/天$11	   MPa$11	    mm$11	   MPa$11	    mm$11										
0.	39.	0.	0.	0.
1.	38.700000000000003	26.390000000000001	31.620000000000001	25.310000000000002
2.	38.350000000000001	37.280000000000001	31.310000000000002	35.770000000000003
3.	37.939999999999998	45.609999999999999	30.949999999999999	43.770000000000003
4.	37.480000000000004	52.609999999999999	30.530000000000001	50.5
5.	36.950000000000003	58.759999999999998	30.07	56.43
6.	36.369999999999997	64.310000000000002	29.550000000000001	62.
7.	35.719999999999999	69.420000000000002	28.98	66.710000000000008
8.	35.	74.189999999999998	28.350000000000001	71.310000000000002
9.	34.200000000000003	78.710000000000008	27.650000000000002	75.670000000000002
10.	33.329999999999998	83.019999999999996	26.890000000000001	79.829999999999998
11.	32.369999999999997	87.200000000000003	26.060000000000002	83.859999999999999
12.	31.32	91.290000000000006	25.16	87.790000000000006
13.	30.16	95.350000000000009	24.170000000000002	91.680000000000007
14.	28.890000000000001	99.430000000000007	23.09	95.590000000000003
15.	27.490000000000002	103.61	21.91	99.570000000000007
16.	25.940000000000001	107.98	20.609999999999999	103.71000000000001
17.	24.199999999999999	112.68000000000001	19.18	108.13
18.	22.240000000000002	117.92	17.59	112.99000000000001
19.	20.	124.05	15.780000000000001	118.62
20.	17.34	131.78999999999999	13.69	125.60000000000001
21.	14.07	142.91	11.130000000000001	135.34999999999999
22.	9.5299999999999994	164.27000000000001	7.6100000000000003	153.25999999999999