The impact of the shape of screen openings on groundwater flow to a deep drilled well

Barbara K. Wilk,

Aleksander Urbański

Abstrakt
Autorzy proponują uzupełniającą metodę modelowania filtracji wokół filtru studni głębinowej. W pracy zastosowano modelowanie numeryczne 3D (MES) w celu dogłębnej analizy parametrów procesu filtracji. Analizę parametrów filtracji (rozkład prędkości filtracji q(x, t) oraz rozkład ciśnienia p) przeprowadzono za pomocą systemu MES ZSoil.PC. Analiza wykazała, że kształt perforacji ma drugorzędne znaczenie podczas selekcji filtru studni głębinowej. 

The authors propose a supplementary method for modelling seepage flow around a deep drilled well screen. The study applies 3D numerical modelling (FEM) in order to provide an in-depth analysis of the seepage process. The analysis of flow parameters (flux distribution q(x, t) and pressure distribution p) was conducted using the ZSoil.PC software system. The analysis indicates that the shape of perforation is of secondary importance during deep bore well screen selection.

Słowa kluczowe: , deep drilled well screen, FEM, ZSoil, groundwater flow
References

[1] American Water Works Association, AWWA Standard for Water Wells. ANSI/NGWA-01-14, AWWA, Denver 2014.

[2] Antoniou A., Smits F., Stuyfzand P., Quality assessment of deep-well recharge applications in the Netherlands, Water Science and Technology: Water Supply17(5) /2017, 1201–1211.

[3] Bear J.,Hydraulics of Groundwater, Mineola, Dover 2007.

[4]Boyraz U., Kazezyılmaz-Alhan C.M., Solutions for groundwater flow with sloping stream boundary: analytical, numerical and experimental models,Hydrology Research 4(48)/2017, 258–267.

[5] Byung‐Woo K.,Effect of Filter Designs on Hydraulic Properties and Well Efficiency,  Groundwater S1(52) /2014, 175–185.

[6] Castellazzi P., Martel R., Galloway D.L., Longuevergne L., Rivera A.,Assessing Groundwater Depletion and Dynamics Using GRACE and InSAR: Potential and Limitations,Groundwater, 54(6)/2016, 768–780. 

[7] Delleur J.W., Elementary Groundwater Flow and Transport Processes, The Handbook of Groundwater Engineering, Cushman, J. H. & Tartakovsky, D.M. (Eds.), CRC Press LLC, Florida 2016.

[8]  Gabryszewski T., Wieczysty A., Ujęcia wód podziemnych, Arkady, Warszawa 1985.

[9]  George R.M., Bore Wells Vs. Open Wells: Water Crisis and Sustainable Alternatives in Kerala, Journal of Management & Public Policy 7(2)/2016, 19–28.

[10] Houben G.J., Hauschild S. I., Numerical modelling of the near-field hydraulics of water wells, Hydrogeology Journal 49(4)/2011, 570–575.

[11] Houben G.J.,Hydraulics of water wells – flow laws and influence of geometry, Hydrogeology Journal 23(8)/2015, 1633–1657.

[12] Houben G.J., Review: Hydraulics of water wells – head losses of individual components, Hydrogeology Journal 23(8)/2015, 1659–1675.

[13]Karatzas G.P.,Developments on Modeling of Groundwater Flow and Contaminant Transport,Water Resources Management31(10)/2017, 3235–3245.

[14] Knapik K., Bajer J., Wodociągi, Politechnika Krakowska, Kraków 2011.

[15] Lubowiecka T., Mathematical model of deep drilled wells with confined aquifer and its empirical verification, PhD dissertation, Cracow University of Technology, Kraków 1978.

[16] Mahasneh A.M.,Well Screens and Gravel Packs, Global Journal Of Science Frontier Research 15-5-H/2015, 30–39.

[17] Manera D.B., Voltolini T.V., Menezes D.R., Leal de Araujo G.G.,Chemical Composition of Drilled Wells Water for Ruminants, Journal of Agricultural Science8(12)/2016, 127–132.

[18] Mansuy N.,Water Well Rehabilitation: A Practical Guide to Understanding Well Problems and Solutions, Layne Geosciences Inc., USA 1999.

[19] Misstear B.D.R., Banks D., Clark L.,Water wells and boreholes,Wiley, Chichester 2016.

[20] Nanteza J., de Linage C. R., Thomas B. F., Famiglietti J. S.,Monitoring groundwater storage changes in complex basement aquifers: An evaluation of the GRACE satellites over East Africa, Water Resources Research52(12)/2016, 9542–9564.

[21] Satora S.,Konstrukcje Studni Wierconych Ujmujących Wody Podziemne z Warstw Fliszowych, III Konferencja Naukowo – Techniczna “Błękitny San”, Dubiecko, 21–22 kwietnia 2006.

[22] Szanyi M.L., Hemmingsen,C.S., Yan,W., Walther, J.H., Glimberg, S.L.,Near-wellbore modeling of a horizontal well with Computational Fluid Dynamics, Journal of Petroleum Science and Engineering160/2018, 119–128.

[23] Tkaczenko A.,Studnie wiercone – część druga, Wydawnictwo Geologiczne, Warszawa 1971.

[24] Urbański A., Podleś K.,The 2D/3D method of filtration and stability analysis of a slope with dewatering wells, ZSoil Days, Lausanne 2017,https://www.zsoil.com/zsoil_day/2017/Urbanski-Podles_Wells_2D_3D.pdf (access: 15.10.2018).

[25] Urbański A.,Multi-scale analysis of a flow to drainage tubes. ZSoil Days, Lausanne2016, http://www.zsoil.com/zsoil_day/2016/A_Urbanski_Multi-scale_analysis.pdf (access: 15.10.2018).

[26] Wilk B.K., Ultrafiltration membranes made of: polyaniline, ionic liquid and cellulose, Technical Transactions1-Ś/2016, 171–187.

[27] Yeh H.D., Chang Y.C., Recent advances in modeling of well hydraulics, Advances in Water Resources 51/2013, 27–51.