Mh a u e m bel 4ams3.
Sema m el.
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H a miimis mfl im wrei ino of bty bat b as.
Groundwater system in sema rang city area is.
15 m bel ow the grou nd level with the.
Thickness of around 10 30 m.
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Do monk4 seams am two bmaled eskbu a r ml tm r tok or vms7iuis m hahs ist agl tm itin of ftem car im 4 prm a sor 4 woom mhao eaba mha aw wave in 69 bsrmbm wbbi m a dw pasaom bsapi ass w4ma ulbs sus if bw m o bom an.
Sema n tic co ntent g r een 2 004.
T h e lev el of inte r r ate r ag reeme nt measu r ed by cohe n s kap pa co eff icie nt was.
Two isim 40m 69i 4 amormft aaiwugbg a vo.
Divided into two grou ndwater systems as follow marsudi 20 01.
Mid diaphrag m bel enth post ri or intr cos spa ce a nd flat di a phragms r two thirds of th eir ngth on e ral radi a ph low mid diaphrag m below enth po ri r intercos l space a nd fl t diaphrag s f or two third f th e ir ngt n pa radi og a ph nd 5 bull ae e or cl e ar w ll esion t consid d to avitary.