礦井涌水量預測計算程序

基本數(shù)據(jù)填寫區(qū),,,,,,,,,,,,

基本鉆孔數(shù)據(jù)填寫區(qū),,,,,,,首采區(qū)數(shù)據(jù)填寫區(qū),,,,,

"鉆孔

編號","實際涌水量

m3/d","實際口徑

m","實際降深

m","孔深

m","靜止水位

m","孔口標高

m","首采區(qū)面積

m2","首采區(qū)

最低標高

m","平均水位標高

m","滲透系數(shù)

m/d","廊道

水平長度

m",

ZK2-2,23.29,0.135,34.71,758.1,530.71,3269.163,3410000,2150,2704.419,0.0042,2766,

ZK1-1,25.23,0.135,21.24,605.81,397.72,3068.105,,,,,,

注：,,,,,,,,,,,,

,可在表中直接修改要轉(zhuǎn)換的口徑和降深數(shù)值,,,,,,,,,,,

紅色數(shù)值,直接填寫基本數(shù)據(jù)紅色字體即可,,,,,,,,,,,

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不同孔徑、降深涌水量換算,,,,,,,,,,,,

"鉆孔

編號","實際涌水量

m3/d","換算口徑

m","實際口徑

m","轉(zhuǎn)換涌水量

m3/d","轉(zhuǎn)換降深

m","實際降深

m","轉(zhuǎn)換后涌水量

m3/d",備注,轉(zhuǎn)換后,,實際,

,,,,,,,,,"涌水量

q（L/S）","單位涌水量

(L/S*m)","涌水量

q（L/S）","單位涌水量

(L/S*m)"

ZK2-2,23.29,0.091,0.135,18.76,10,34.71,5.40,大換小,0.0625,0.0063,0.2696,0.0007

ZK1-1,25.23,0.091,0.135,20.32,10,21.24,9.57,,0.1107,0.0111,0.2920,0.0014

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"鉆孔

編號","實際涌水量

m3/d","換算口徑

m","實際口徑

m","轉(zhuǎn)換涌水量

m3/d","轉(zhuǎn)換降深

m","實際降深

m","轉(zhuǎn)換后涌水量

m3/d",備注,轉(zhuǎn)換后,,實際,

,,,,,,,,,"涌水量

（L/S）","單位涌水量

(L/S*m)","涌水量

（L/S）","單位涌水量

(L/S*m)"

J36,23.29,0.091,0.275,15.50,5,34.71,2.23,小換大,0.0258,0.0026,0.2696,0.0009

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首采區(qū)涌水量計算,,,,,,,,,,,,

大井法預測首采區(qū)涌水量,,,,,,,,,,,,"解

析

法"

鉆孔編號,F,π,r0,K,S,H,R0,LNR0,LNr0,Q正常,Q最大,

ZK2-2,3410000.00,3.14,1041.84,0.0042,554.42,554.42,2735.57,7.91,6.95,4209.72,6314.58,

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積水廊道發(fā)預測首采區(qū)涌水量,,,,,,,,,,,,

鉆孔編號,K,S,"含水層厚度

M（m）",B,R,,,,,Q正常,Q最大,

ZK2-2,0.0042,554.42,554.42,2766,2735.57,,,,,1307.95