| ²é¿´: 375 | »Ø¸´: 0 | ||
ÀîÇຣ½ð³æ (ÕýʽдÊÖ)
|
[ÇóÖú]
Ó¢ÎÄ·ÒëÇóÖú£¨¿óɽ¹ÜµÀÉè¼Æ£©
|
| A design factor of 6% for flow is used for the hydraulic design to account for variations in slurry characteristics and general operations variability. This is equivalent to a design factor of approximately 12% for pressure loss.A 5% design factor on pipeline length is included to account for deviations/optimizations in the final pipeline route.The minimum clearance between the hydraulic gradient line and the maximum allowable operating pressure (MAOP) line is 50 m.The hydraulic gradient must stay above the pipeline profile with at least 50 m clearanceThe pipeline wall thickness was chosen to provide a safe pressure envelope to operate the pipeline within the intended operating range¡£ |
» ²ÂÄãϲ»¶
281Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
»ªÄÏÀí¹¤0703»¯Ñ§£¬×Ü·Ö336Çóµ÷¼Á
ÒѾÓÐ6È˻ظ´
285Çóµ÷¼Á
ÒѾÓÐ12È˻ظ´
085600²ÄÁÏÓ뻯¹¤301·ÖÇóµ÷¼ÁԺУ
ÒѾÓÐ13È˻ظ´
295Çóµ÷¼Á
ÒѾÓÐ11È˻ظ´
²ÄÁÏÓ뻯¹¤×¨Ë¶306·ÖÕÒºÏÊʵ÷¼Á
ÒѾÓÐ3È˻ظ´
0703µ÷¼Á£¬Ò»Ö¾Ô¸Ìì½ò´óѧ319·Ö
ÒѾÓÐ11È˻ظ´
Çóµ÷¼Á
ÒѾÓÐ21È˻ظ´
²ÄÁÏר˶(0856) 339·ÖÇóµ÷¼Á
ÒѾÓÐ10È˻ظ´
319Çóµ÷¼Á
ÒѾÓÐ3È˻ظ´














»Ø¸´´ËÂ¥
5