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output.txt
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output.txt
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4
Maul Law?
A l N 201 l‘4(;l\' ERING HYDROLOGY
spring. 2017-18
ll TORI“. E .TfH)
w W , 'lnck and 1 km \Hdc 'l “0 obscrqulun we|l< localcd 2 km
‘ ‘ c ludmullc hand ml 45 and 39 S m. ll'mc Cocmclcm
‘ m l» «7 m .503. calculaw 0» mm dail) flow lhmugh Ihe
l u ' 4m lwld M an nhxcnmmn “ell localcd M 300 m from 1h:
m mm,
lrup m mmc Invglll m wdnncnl ucpomed.
H W m Vlw‘lenK'jundllx’r l0vn’da))dcposufornlcng|h
Hm m V y. M l ‘ “0.4m undlk Wm ayjalllm duwmucam
l ,v n uHm.uuwlllcrulmprc nccul'silhsnnd(K' 1
A m- a MA dlllcrcncc 0 0 m on L "he: sud: arm
n 0 11mm! m be 0 x m‘rdu) l'sumum the lung“: of
w \vvk lm mull
Ju‘lluu mug uqullcr 0‘7 >0 m/duy) mumcd over a
l n\\ cnndamn) \l’h)\\l’l m the figum below. csumul: 1h:
\‘ v m
h H rm v
\lml'u
55mm mm
150 m
Riemann]. imponiousbd
m» dwch 36 (mm a full) panelraling well operating under Sleady male in a confined
aqumr m 35 m |hickne>s is 3000 Ipm, Valucs orumwdawn al two observallon wclls
I: am 120 m ama) (mm the “all are 30 and 0.30 m respectively, Ducnnlne [he
pcnncahiln} 0mm aquifer
c conductivil) as 6 m per day located at me [Op of
15 M0 parallel waler bodies A and B which are
and B. measured abov: 1h: horiwnml
3/day per m2 of
An unmanned aqullcr vulh hydmuli
a hurl/unlul aquicludc which conncc
H'XIU m 3pm lhc walcr surfacc clcvauons ofA
aqulcludc. arc III! In and 917m Il'a uniform recharge rate of 0.00] m
hvnlonml area occurs on the ground surface. mam: 1h: followings:
The polcmlomclrlc surface profilc.
Th: location and elevation ofWaKcr Table.
The seepage dischargcs into the lakes. '
Thc recharge me and mm seepage flaw per unit widm ofdae .qu.
9;pr