中国大学MOOC: Arps递减不包括
中国大学MOOC: Arps递减不包括
The pseudosteady-state flow regimes are characterized by the Arps decline constant, _______represents hyperbolic decline . A: b=0 B: 0
The pseudosteady-state flow regimes are characterized by the Arps decline constant, _______represents hyperbolic decline . A: b=0 B: 0
Arps递减不包括 A: 指数递减 B: 双曲递减 C: 调和递减 D: 直线递减
Arps递减不包括 A: 指数递减 B: 双曲递减 C: 调和递减 D: 直线递减
Arps递减不包括 A: 指数递减 B: 双曲递减 C: 调和递减 D: 直线递减
Arps递减不包括 A: 指数递减 B: 双曲递减 C: 调和递减 D: 直线递减
中国大学MOOC: 下列产量递减规律不属于阿尔普斯(Arps)递减规律的是( )。
中国大学MOOC: 下列产量递减规律不属于阿尔普斯(Arps)递减规律的是( )。
We recommend these type curves for manual or graphical decline analysis because they are based on ______ considerations, unlike Arps' empirical decline-curve analysis techniques.
We recommend these type curves for manual or graphical decline analysis because they are based on ______ considerations, unlike Arps' empirical decline-curve analysis techniques.
To solve the arps’ equation, we need to calculate three parameters of ( )。 A: decline exponent B: initial flow rate C: time D: initial decline rate
To solve the arps’ equation, we need to calculate three parameters of ( )。 A: decline exponent B: initial flow rate C: time D: initial decline rate
Three types of Arps equation, Exponential decline has ( ), harmonic decline has ( ), and hyperbolic decline has ( ). A: b=0 B: b=1 C: b>1 D: 0
Three types of Arps equation, Exponential decline has ( ), harmonic decline has ( ), and hyperbolic decline has ( ). A: b=0 B: b=1 C: b>1 D: 0
To solve the arps’ equation, we need to calculate three parameters of initial decline rate,________. A: initial flow rate B: final decline rate C: decline exponent D: time
To solve the arps’ equation, we need to calculate three parameters of initial decline rate,________. A: initial flow rate B: final decline rate C: decline exponent D: time
The Arps’ decline equation is based on important and widely violated assumptions including ( )。 A: boundary dominated flow B: unchanging drainage area C: constant k and s D: constant BHP
The Arps’ decline equation is based on important and widely violated assumptions including ( )。 A: boundary dominated flow B: unchanging drainage area C: constant k and s D: constant BHP