Sensitivity analysis and optimal operation control for large-scale waterflooding pipeline network of oilfield

Abstract Waterflooding development is one of the most common methods in oilfields. The energy consumption of waterflooding system accounts for a large proportion of the total in oilfield development. Therefore, the optimization of waterflooding system is able to further decrease operation cost and enhance development efficiency. But it is complicated to optimize operation control of large-scale waterflooding pipeline networks as a result of lots of wells and complex waterflooding pipeline networks. Although previous scholars have done much research, few have considered technical constraints of waterflooding networks. This paper puts forward a quantitative evaluation approach to pressure and flowrate sensitivity of waterflooding pipeline networks firstly, and concludes that the pressure and flowrate sensitivity are related to network topological structures, pipeline parameters and current operation flowrates. Meanwhile, an operation optimization approach to large-scale oilfield waterflooding system based on mixed integer linear programming (MILP) is proposed, which considers pump characteristic curves, adopts Hazen–William formula to simulate hydraulic pressure drop of pipe segments and deals with nonlinear items by phased linearization method. With the demand flowrate, the optimal pumping scheme of waterflooding station, pumping flowrate and throttling pressure of each well can be efficiently worked out. Finally, this approach is successfully applied to a virtual waterflooding system with 15 wells and a large-scale real one with 82 wells in China. Results show that the model has better practicality for the operation control optimization of waterflooding pipeline networks with larger scale and stronger sensitivity.

[1]  Edo Abraham,et al.  Modeling Variable Speed Pumps for Optimal Pump Scheduling , 2016 .

[2]  Pawel Olszewski,et al.  Genetic optimization and experimental verification of complex parallel pumping station with centrifugal pumps , 2016 .

[3]  R. S. Powell,et al.  Optimal Pump Scheduling in Water Supply Systems with Maximum Demand Charges , 2003 .

[4]  Massoud Tabesh,et al.  A New Method for Simultaneous Calibration of Demand Pattern and Hazen-Williams Coefficients in Water Distribution Systems , 2014, Water Resources Management.

[5]  Yongrong Yang,et al.  MPEC strategies for efficient and stable scheduling of hydrogen pipeline network operation , 2014 .

[6]  Fujun Lan,et al.  Reformulation linearization technique based branch-and-reduce approach applied to regional water supply system planning , 2016 .

[7]  Bruno de Athayde Prata,et al.  A Branch-and-Bound Algorithm for Optimal Pump Scheduling in Water Distribution Networks , 2015, Water Resources Management.

[8]  Silvana M. B. Afonso,et al.  Surrogate based optimal waterflooding management , 2013 .

[9]  Xiaohua Xia,et al.  Optimal operation scheduling of a pumping station with multiple pumps , 2013 .

[10]  Karlene A. Hoo,et al.  Model parameter uncertainty updates to achieve optimal management of a reservoir , 2012 .

[11]  Idel Montalvo,et al.  Injecting problem-dependent knowledge to improve evolutionary optimization search ability , 2016, J. Comput. Appl. Math..

[12]  Yang Jian Dual Coding Hybrid Genetic Algorithm for Optimal Schedule of Pumping Stations in Multi-Sources Water Injection System , 2006 .

[13]  Larry W. Mays,et al.  Relationship between Hazen–William and Colebrook–White Roughness Values , 2007 .

[14]  Karim Salahshoor,et al.  Application of multi-criterion robust optimization in water-flooding of oil reservoir , 2013 .

[15]  Gintautas Dundulis,et al.  Development of approach for reliability assessment of pipeline network systems , 2012 .

[16]  Andrew Kusiak,et al.  Modeling and optimization of a wastewater pumping system with data-mining methods , 2016 .

[17]  Jaime Cerdá,et al.  Improving the mathematical formulation for the detailed scheduling of refined products pipelines by accounting for flow rate dependent pumping costs , 2013 .

[18]  Kevin E Lansey,et al.  Optimal Pump Operations Considering Pump Switches , 1994 .

[19]  Avi Ostfeld,et al.  Optimal Pump Scheduling in Water Distribution Systems Using Graph Theory under Hydraulic and Chlorine Constraints , 2016 .

[20]  Hangseok Choi,et al.  A methodology for optimal operation of pumping stations in urban drainage systems , 2016 .

[21]  Paul Jowitt,et al.  Optimal Pump Scheduling in Water‐Supply Networks , 1992 .

[22]  Paola Zuddas,et al.  Scenario Optimisation of Pumping Schedules in a Complex Water Supply System Considering a Cost–Risk Balancing Approach , 2016, Water Resources Management.

[23]  Dong Zhang,et al.  Power Saving in Water Supply System with Pump Operation Optimization , 2010, 2010 Asia-Pacific Power and Energy Engineering Conference.

[24]  Gijs van Essen,et al.  Robust Waterflooding Optimization of Multiple Geological Scenarios , 2009 .

[25]  Nadia Maïzi,et al.  A convex mathematical program for pump scheduling in a class of branched water networks , 2017 .

[26]  Guan Xiao-jing Optimization of operation plan for water injection system in oilfield using hybrid genetic algorithm , 2005 .

[27]  Li-Juan Li,et al.  Optimization of Large‐Scale Water Transfer Networks: Conic Integer Programming Model and Distributed Parallel Algorithms , 2017 .

[28]  Karim Salahshoor,et al.  Adaptive modeling of waterflooding process in oil reservoirs , 2016 .

[29]  Guangli Wang,et al.  A case study of crude oil alteration in a clastic reservoir by waterflooding , 2016 .

[30]  Mingzhen Wei,et al.  Impact of parameters׳ time variation on waterflooding reservoir performance , 2015 .

[31]  LI Cong-xin OPERATION OPTIMIZATION OF LARGE-SCALE WATER INJECTION SYSTEMS , 2001 .

[32]  Marley M. B. R. Vellasco,et al.  Optimization system for valve control in intelligent wells under uncertainties , 2010 .

[33]  Chang Yu-lian A STUDY ON MODEL SIMPLIFICATION TECHNOLOGY AND CALCULATION METHOD OF WATER FLOODING PIPELINE NETWORK SYSTEM , 2001 .