生產(chǎn)建設(shè)項(xiàng)目土壤流失量測(cè)算導(dǎo)則計(jì)算程序

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上方無(wú)來(lái)水土壤流失監(jiān)測(cè)土壤流失土壤流失背景值(已知年均降雨量),,,,,,,

序號(hào),項(xiàng)目,因子,單位,公式,棄渣場(chǎng)區(qū),,

,,,,,輸水洞出口渣場(chǎng),輸水洞2#渣場(chǎng),壩下施工平臺(tái)暫存料棄渣場(chǎng)

3,工程堆積體（無(wú)來(lái)水）,Mdw,t,Mdw=XRGdwLdwSdwA,0.03,0.08,0.07

3.1,型態(tài)因子,X,/,0.92(1),1.00,1.00,1.00

3.2,降雨侵蝕力因子,R,MJ.mm/（hm2.h）,Rd=0.053Pd1.655,1643.93,1643.93,1643.93

,年降雨量,Pd,mm,,499.00,499.00,499.00

3.3,堆積體土質(zhì)因子,Gdw,t.hm2.h/（hm2.MJ.mm）,Gdw=α1eb1δ,0.02,0.06,0.06

,土質(zhì)因子系數(shù),α1,,0.075,0.075,0.075,0.075

,,b1,,-2.57,-2.57,-2.57,-2.57

,侵蝕面土體礫石含量,δ,,0.3,0.5,0.1,0.1

3.4,堆積體坡長(zhǎng)因子,Ldw,/,Ldw=（λ/5）f1,1.42,1.68,1.42

,坡長(zhǎng),λ,m,,8,10,8

,角度,°,,,15,15,15

3.5,堆積體坡度因子,Sdw,,Sdw=（Φ/25）d1,0.54,0.54,0.54

,坡度因子系數(shù),d1,/,1.212,1.212,1.212,1.212

3.6,水平投影面積,A,hm2,A=10-4ωλxcosθ,0.001,0.001,0.001

3.7,施工期土壤侵蝕模數(shù),,t/（km2.a）,Mi=Mdw/A*100,2611.79,8638.82,7305.92

,,,,,,,,

上方有來(lái)水土壤流失監(jiān)測(cè)土壤流失土壤流失背景值(已知年降雨量),,,,,,,

序號(hào),項(xiàng)目,因子,單位,公式,棄渣場(chǎng)區(qū),,

,,,,,輸水洞出口渣場(chǎng),輸水洞2#渣場(chǎng),壩下施工平臺(tái)暫存料棄渣場(chǎng)

4,工程堆積體（無(wú)來(lái)水）,Mdy,t,Mdy=FdyGdyLdySdyA+Mdw,0.03,0.10,0.08

4.1,堆積體徑流沖蝕力因子,Fdy,/,,580.79,690.63,907.69

,單寬流量,W,m3/m,Fdw=10000W0.96,0.05,0.06,0.08

,,,,,,,,

4.2,堆積體土質(zhì)因子,Gdw,t.hm2.h/（hm2.MJ.mm）,Gdw=α2eb2δ,0.03,0.04,0.04

,土質(zhì)因子系數(shù),α2,,0.064,0.064,0.064,0.064

,常用對(duì)數(shù),e,,2.72,2.72,2.72,2.72

,,b2,,,-1.71,-1.71,-1.71

,侵蝕面土體礫石含量,δ,,,0.5,0.3,0.3

4.3,堆積體坡長(zhǎng)因子,Ldw,/,Lkw=（λ/5）-0.902,0.54,0.54,0.54

,坡長(zhǎng),λ,m,,10,10,10

4.4,堆積體坡度因子,Sdy,,Sdw=（Φ/25）d2,0.72,1,0.25

,坡度,°,,,20,25,10

,坡度因子系數(shù),d2,/,1.501,1.501,1.501,1.501

4.5,水平投影面積,A,hm2,A=10-4ωλxcosθ,0.0009,0.0009,0.0010

4.6,施工期土壤侵蝕模數(shù),,t/（km2.a）,Mi=Mdy/A*100,3289.48,10622.13,7636.25

上方無(wú)來(lái)水土壤流失監(jiān)測(cè)土壤流失土壤流失背景值(已知月降雨量),,,,,,,

序號(hào),項(xiàng)目,因子,單位,公式,棄渣場(chǎng)區(qū),,

,,,,,輸水洞出口渣場(chǎng),輸水洞2#渣場(chǎng),壩下施工平臺(tái)暫存料棄渣場(chǎng)

3,工程堆積體（無(wú)來(lái)水）,Mdw,t,Mdw=XRGdwLdwSdwA,0.05,0.06,0.05

3.1,型態(tài)因子,X,/,0.92(1),1.00,1.00,1.00

3.2,降雨侵蝕力因子,R,MJ.mm/（hm2.h）,Rm=0.183Pm1.995,1896.97,1896.97,1896.97

,年降雨量,Pd,mm,,103.00,103.00,103.00

3.3,堆積體土質(zhì)因子,Gdw,t.hm2.h/（hm2.MJ.mm）,Gdw=α1eb1δ,0.03,0.03,0.06

,土質(zhì)因子系數(shù),α1,,0.075,0.075,0.075,0.075

,,b1,,-2.57,-2.57,-2.57,-2.57

,侵蝕面土體礫石含量,δ,,0.3,0.3,0.3,0.1

3.4,堆積體坡長(zhǎng)因子,Ldw,/,Ldw=（λ/5）f1,1.42,1.68,1.42

,坡長(zhǎng),λ,m,,8,10,8

,角度,°,,,15,15,10

3.5,堆積體坡度因子,Sdw,,Sdw=（Φ/25）d1,0.54,0.54,0.33

,坡度因子系數(shù),d1,/,1.212,1.212,1.212,1.212

3.6,水平投影面積,A,hm2,A=10-4ωλxcosθ,0.001,0.001,0.001

3.7,施工期土壤侵蝕模數(shù),,t/（km2.a）,Mi=Mdw/A*100,5040.61,5960.23,5157.38

,,,,,,,,

上方有來(lái)水土壤流失監(jiān)測(cè)土壤流失土壤流失背景值(已知月降雨量),,,,,,,

序號(hào),項(xiàng)目,因子,單位,公式,棄渣場(chǎng)區(qū),,

,,,,,輸水洞出口渣場(chǎng),輸水洞2#渣場(chǎng),壩下施工平臺(tái)暫存料棄渣場(chǎng)

4,工程堆積體（無(wú)來(lái)水）,Mdy,t,Mdy=FdyGdyLdySdyA+Mdw,0.05,0.06,0.05

4.1,堆積體徑流沖蝕力因子,Fdy,/,,580.79,690.63,907.69

,單寬流量,W,m3/m,Fdw=10000W0.96,0.05,0.06,0.08

,,,,,,,,

4.2,堆積體土質(zhì)因子,Gdw,t.hm2.h/（hm2.MJ.mm）,Gdw=α2eb2δ,0.01,0.01,0.01

,土質(zhì)因子系數(shù),α2,,0.064,0.064,0.064,0.064

,常用對(duì)數(shù),e,,2.72,2.72,2.72,2.72

,,b2,,,-1.71,-1.71,-1.71

,侵蝕面土體礫石含量,δ,,,,,

4.3,堆積體坡長(zhǎng)因子,Ldw,/,Lkw=（λ/5）-0.902,0.54,0.54,0.54

,坡長(zhǎng),λ,m,,10,10,10

4.4,堆積體坡度因子,Sdy,,Sdw=（Φ/25）d2,0.72,1,0.25

,坡度,°,,,20,25,10

,坡度因子