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Sema m el.
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.
Mh a u e m bel 4ams3.
H a miimis mfl im wrei ino of bty bat b as.
Divided into two grou ndwater systems as follow marsudi 20 01.
Groundwater system in sema rang city area is.
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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.
Two isim 40m 69i 4 amormft aaiwugbg a vo.
Thickness of around 10 30 m.
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Sema n tic co ntent g r een 2 004.
Thr ee ca t egori es wer e p r edefi n ed by th e r.