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堤防法線区間距離計算書 | ||||||||
測 点 | 中心線要素 | 堤防法線要素 | 備 考 | |||||
区間距離 | 半径 | 幅杭距離 | 幅杭箇所半径 | 平均半径 | 区間距離 | |||
No.1 | 0.00 | ∞ | ||||||
No.2 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.3 | 12.50 | 2000.00 | -58.60 | 1941.40 | ∞ | 12.50 | ||
No3+12.5(BC2) | 7.50 | 2000.00 | -58.50 | 1941.50 | 1941.450 | 7.28 | ||
No.4 | 20.00 | 2000.00 | -58.40 | 1941.60 | 1941.550 | 19.42 | ||
No.5 | 20.00 | 2000.00 | -58.20 | 1941.80 | 1941.700 | 19.42 | ||
No.6 | 20.00 | 2000.00 | -58.10 | 1941.90 | 1941.850 | 19.42 | ||
No.6+5.0(EC2) | 5.00 | 2000.00 | -58.10 | 1941.90 | 1941.900 | 4.85 | ||
No.7 | 15.00 | ∞ | ∞ | 15.00 | 19.85 | |||
No.8 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.8+2.0 | 2.00 | 2000.00 | 58.20 | 2058.20 | ∞ | 2.00 | ||
No.9 | 18.00 | 2000.00 | 58.00 | 2058.00 | 2058.100 | 18.52 | 20.52 | |
No.10 | 20.00 | 2000.00 | 57.50 | 2057.50 | 2057.750 | 20.58 | ||
No.11 | 20.00 | 2000.00 | 57.10 | 2057.10 | 2057.300 | 20.57 | ||
No.11+18.1 | 18.10 | 2000.00 | 56.40 | 2056.40 | 2056.750 | 18.61 | ||
No.12 | 1.90 | ∞ | ∞ | 1.90 | 20.51 | |||
No.13 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.14 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.15 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.16 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.17 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.18 | 20.00 | ∞ | ∞ | 20.00 | ||||
No.18+3.7 | 3.70 | 800.00 | -57.20 | 742.80 | ∞ | 3.70 | ||
No.19 | 16.30 | 800.00 | -57.60 | 742.40 | 742.600 | 15.13 | 18.83 | |
No.20 | 20.00 | 800.00 | -57.90 | 742.10 | 742.250 | 18.56 | ||
No.21 | 20.00 | 800.00 | -58.20 | 741.80 | 741.950 | 18.55 | ||
No.22 | 20.00 | 800.00 | -58.40 | 741.60 | 741.700 | 18.54 | ||
計 | 420.00 | 414.55 | ||||||
※堤防法線の区間距離は、中心線上の半径と幅杭線上の半径との比で計算を行う。 |