波浪要素及安全超高計算(堤防工程設(shè)計規(guī)范GB-50286-2013)

,,,,,,,,,,,,,,,,斷面,吹程,地面高程,水深,角度,設(shè)計水位,波浪爬高,堤頂超高,堤頂高程

,堤防高程計算（莆田試驗公式）,,,,,,,,,,,單元格顏色說明,,,,斷面1,92,636.78,2.45,48.85,639.23,0.046,0.546,639.78

,V(m/s),F(m),d(m),m,β(°),KΔ,A(m),設(shè)計水位(m),超高Y(m),堤頂高程(m),,數(shù)據(jù)輸入單元格,,,,斷面2,170,633.96,3.03,61.36,636.99,0.06,0.56,637.55

,6,200,2.2,0,76,0.8,0.5,626.37,0.564,626.934,,單變量求解單元格,,,,斷面3,164,630.503,2.697,72.74,633.2,0.059,0.559,633.76

,H(m),T(s),tmin(s),L(m),Kv,Kp,R0,Rp,K,e(m),,公式計算單元格,,,,斷面4,150,627.3,3.06,76.68,630.36,0.057,0.557,630.92

,0.039,0.876,354.868,1.198,1.012,1.640,1.24,0.064,3.60E-06,0.0000000,,參考公式及數(shù)據(jù)單元格,,,,斷面5,130,625.257,2.563,90,627.82,0.054,0.554,628.37

,,,,,,,,,,,,,,,,斷面6,200,624.165,2.205,76.3,626.37,0.064,0.564,626.93

,L值輔助計算區(qū),,,,,,Kv值輔助計算區(qū),,R0值輔助計算區(qū),,Kp值輔助計算區(qū),,,,,,,,,,,,,

,A,B,C,假設(shè)L,計算L,ΔL,V/(gd)^0.5,Kv,m,R0,H/dP(%),<0.1,0.1~0.3,>0.3,,,,,,,,,,

,0.05897,0.18244,1.43295,1.198,1.198,0.000,1,1,0,1.24,,Kp=Rp/R,,,,,,,,,,,,

,名詞解釋區(qū),,,,,,1.292,1.012,0.000,1.24,10,1.64,1.57,1.48,,,,,,,,,,

,V------計算風(fēng)速,,F-----風(fēng)區(qū)長度,,d-----水域平均水深,,1.5,1.02,0.5,1.45,0.1,2.66,2.44,2.13,,,,,,,,,,

,H------平均波高,,T-----平均波周期,,A-----安全超高,,1,1.00,0,1.24,1,2.23,2.08,1.86,,,,,,,,,,

,L------平均波長,,e-----風(fēng)雍水面度,,K-----綜合摩阻系數(shù),,1.5,1.02,0.5,1.45,2,2.07,1.94,1.76,,,,,,,,,,

,Kw------經(jīng)驗系數(shù),,m-----坡度系數(shù),,R0、Rp----波浪爬高,,2,1.08,1,2.20,3,1.97,1.86,1.70,,,,,,,,,,

,KΔ-----斜坡的糙率滲透性系數(shù),,,β-----風(fēng)向與壩軸法線夾角,,,2.5,1.16,1.25,2.50,4,1.90,1.80,1.65,,,,,,,,,,

,Kp-----爬高累積頻率換算系數(shù),,,tmin-----風(fēng)浪穩(wěn)定時最小風(fēng)時,,,3,1.22,m,Rp,5,1.84,1.75,1.61,,,,,,,,,,

,計算公式區(qū),,,,,,3.5,1.25,1.00,0.114,10,1.64,1.57,1.48,,,,,,,,,,

,,,,,,,4,1.28,0.000,0.024,13,1.54,1.48,1.40,,,,,,,,,,

,,,,,,,5,1.30,1.50,0.159,20,1.39,1.36,1.31,,,,,,,,,,

,,,,,,,護面類型（KΔ）,,,砌石,50,0.96,0.97,0.99,,,,,,,,,,

,,,,,,,光滑不透水護面（瀝青混凝土）,,,1,Kβ值輔助計算區(qū),,,,,,,,,,,,,

,,,,,,,混凝土或混凝土板,,,0.9,0,1,β(°),Kβ,,,,,,,,,,

,,,,,,,草皮,,,0.85,15,1,90,0.60,,,,,,,,,,

,,,,,,,砌石,,,0.8,20,0.96,,,,,,,,,,,,

,,,,,,,拋填兩層塊石（不透水基礎(chǔ)）,,,0.65,30,0.92,,,,,,,,,,,,

,,,,,,,拋填兩層塊石（透水基礎(chǔ)）,,,0.5,40,0.87,,,,,,,,,,,,

,,,,,,,四腳空心方塊(安放一層),,,0.55,50,0.82,,,,,,,,,,,,

,,,,,,,四腳錐體(安放二層),,,0.4,60,0.76