u1—管内气体流速;
q—操作条件下的气体流量,m3/d,
qv—标准状况下(P0=0.101325MPa,T0=293K)的气体 P—操作条件下气体的绝对压力,MPa; P0—标准状况下气体的绝对压力,MPa T—操作条件下气体的绝对温度,K; T0—标准状况下气体的绝对温度,K; Z—气体压缩系数。
主干管线
D=(1.736*0.101325*295/(0.785*1.2*3*293))^0.5=250 mm
d1?1.736?0.101325?295=250mm
0.785?1.2?3?293D= (1.736*0.101325*295/(0.785*1.2*18.3*293))^0.5=101 mm
d1?1.736?0.101325?295=101mm
0.785?1.2?18.3?293D=(1.736*0.101325*295/(0.785*1.2*12*293))^0.5=125 mm
d1?1.736?0.101325?295=125mm
0.785?1.2?12?293通过查常用的公称通径表选择所用钢管管径DN150 汇管后的管线
D=(1.736/2*0.101325*295/(0.785*1.2*3*293))^0.5=177 mm
d1?0.868?0.101325?295=177mm
0.785?1.2?3?293D= (1.736/2*0.101325*295/(0.785*1.2*18.3*293))^0.5=71 mm
d1?0.868?0.101325?295=71mm
0.785?1.2?18.3?293D=(1.736/2*0.101325*295/(0.785*1.2*12*293))^0.5=88 mm
d1?0.868?0.101325?295=58mm
0.785?1.2?12?293 22
通过查常用的公称通径表选择所用钢管管径DN100 旋风分离器后的管线
D=(0.868*0.101325*295/(0.785*0.6*3*293))^0.5=250 mm
d1?0.868?0.101325?295=250mm
0.785?0.6?3?293D= (0.868*0.101325*295/(0.785*0.6*18.3*293))^0.5=101 mm
d1?0.868?0.101325?295=101mm
0.785?0.6?3?293D=(0.868*0.101325*295/(0.785*0.6*12*293))^0.5=125 mm
d1?0.868?0.101325?295=125mm
0.785?0.6?12?293通过查常用的公称通径表选择所用钢管管径DN150 汇管2后的 管线 用户1调压前的
D= (0.69*0.101325*295/(0.785*0.6*3*293))^0.5=223 mm
d1?0.69?0.101325?295=223mm
0.785?0.6?3?293D= (0.69*0.101325*295/(0.785*0.6*18.3*293))^0.5=90 mm
d1?0.69?0.101325?295=90mm
0.785?0.6?18.3?293D= (0.69*0.101325*295/(0.785*0.6*12*293))^0.5=111 mm
d1?0.69?0.101325?295=111mm
0.785?0.6?12?293通过查常用的公称通径表选择所用钢管管径DN150
用户1调压后的
D= (0.69*0.101325*295/(0.785*0.4*3*293))^0.5=273 mm
d1?0.69?0.101325?295=273mm
0.785?0.4?3?293 23
D= (0.69*0.101325*295/(0.785*0.4*18.3*293))^0.5=110 mm
d1?0.69?0.101325?295=110mm
0.785?0.4?18.3?293D=(0.69*0.101325*295/(0.785*0.4*12*293))^0.5=136 mm
d1?0.69?0.101325?295=136mm
0.785?0.4?3?293通过查常用的公称通径表选择所用钢管管径DN150 用户2调压前的:
D= (0.578*0.101325*295/(0.785*0.6*18.3*293))^0.5=82 mm
d1?0.578?0.101325?295=82mm
0.785?0.6?18.3?293D= (0.578*0.101325*295/(0.785*0.6*3*293))^0.5=204 mm
d1?0.578?0.101325?295=204mm
0.785?0.6?3?293D=(0.578*0.101325*295/(0.785*0.6*12*293))^0.5=102 mm
d1?0.578?0.101325?295=102mm
0.785?0.6?12?293通过查常用的公称通径表选择所用钢管管径DN150 用户2调压后的
D= (0.578*0.101325*295/(0.785*0.28*18.3*293))^0.5=121 mm
d1?0.578?0.101325?295=121mm
0.785?0.28?18.3?293D= (0.578*0.101325*295/(0.785*0.28*3*293))^0.5=299 mm
d1?0.578?0.101325?295=299mm
0.785?0.28?3?293D=(0.578*0.101325*295/(0.785*0.28*12*293))^0.5=150 mm
d1?0.578?0.101325?295=150mm
0.785?0.28?12?293通过查常用的公称通径表选择所用钢管管径DN150
24
用户3调压前的
D= (0.462*0.101325*295/(0.785*0.6*3*293))^0.5=182mm
d1?0.462?0.101325?295=182mm
0.785?0.6?3?293D= (0.462*0.101325*295/(0.785*0.6*18.3*293))^0.5=73 mm
d1?0.462?0.101325?295=73mm
0.785?0.6?18.3?293D=(0.462*0.101325*295/(0.785*0.6*12*293))^0.5=91 mm
d1?0.462?0.101325?295=91mm
0.785?0.6?12?293通过查常用的公称通径表选择所用钢管管径DN100。 用户3调压后的
D= (0.462*0.101325*295/(0.785*0.2*3*293))^0.5=316 mm
d1?0.462?0.101325?295=316mm
0.785?0.2?3?293D= (0.462*0.101325*295/(0.785*0.2*18.3*293))^0.5=128 mm
d1?0.462?0.101325?295=128mm
0.785?0.2?18.3?293D=(0.462*0.101325*295/(0.785*0.2*12*293))^0.5=158 mm
d1?0.462?0.101325?295=158mm
0.785?0.2?12?293通过查常用的公称通径表选择所用钢管管径DN200 3.2.2确定各段的管道壁厚
站内管线壁厚计算公式
??PD?C (3-2)
2?sF?式中: δ—钢管壁厚,mm; P—设计压力MPa;
25
D—钢管外径,mm;
σS—钢管最低屈服强度,245MPa; F—设计系数,站场内部管线取F=0.5; φ—焊缝系数,无缝钢管φ=1.0;
C—腐蚀裕量附加值,中等腐蚀,C=0.5mm; 1.进站管线:
进站D=125mm;P=1.2MPa;
代入公式求得:?=(125*1.2/(2*0.5*249))=0.602;?=1.102
??125?1.2?0.5=1.1mm
2?0.5?249汇管1的出口管线:
2.出口管线D=88mm;P=1.2MPa;
代入公式求得:?=(88*1.2/(2*0.5*249))=0.424mm;?=0.942mm
??88?1.2?0.5=0.94mm
2?0.5?2493.旋风分离器的管线: 进站D=125mm;P=0.6MPa;
代入公式求得:?=(125*0.6/(2*0.5*249))=0.301 mm;?=0.801 mm
??125?0.6?0.5=0.8mm
2?0.5?2493.用户1调压前管线:
进站D=111mm;P=0.6MPa;
代入公式求得:?=(111*0.6/(2*0.5*249))=0.267 mm;?=0.767 mm ??125?1.2?0.5=0.77mm
2?0.5?249用户1调压后管线:
进站D=136mm;P=0.4MPa;
代入公式求得:?=(136*0.4/(2*0.5*249))=0.21 mm;?=0.71 mm
??136?0.4?0.5=0.71mm
2?0.5?2494.用户2调压后管线:
进站D=150mm;P=0.28MPa;
代入公式求得:?=(150*0.28/(2*0.5*249))=0.16 mm;?=0.66 mm
26
百度搜索“77cn”或“免费范文网”即可找到本站免费阅读全部范文。收藏本站方便下次阅读,免费范文网,提供经典小说综合文库城市配气站工艺设计(6)在线全文阅读。
相关推荐: