應用隧道斷面收方程式之結果

應用隧道斷面收方程式進行後置收方繪圖後置動作，以下分別 敘述隧道斷面收方程式使用過程之步驟：

(1) 視窗程式執行後，出現執行後之主畫面，（如圖5.11 所示），

主畫面中包含，在畫面上方的檔案選項選擇上方目錄中的檔案，以 新建檔案方式開啟新檔，或點選隧道收方資料處理選項直接進行後 置收方作業處理，輸入完基本資料後按下一步繼續。

（2） 工程基本資料輸入完成後，下一步動作即是處理現場收方之 測量數據，將現場測量儀器所測量之數據資料，連接至個人電腦匯 出後將原始收方的資料匯入，確定兩個已知的控制樁點資料，確定 輸入資料無誤後則按下一步進行內部計算，經上述動作以後，資料 匯入完成及運算完畢後之畫面（如圖5.12 所示）。

（3）資料傳回主畫面後，即可進行隧道斷面收方繪圖動作，（如圖 5.13 所示），畫面中的設計斷面形式可鍵入斷面形式的編號，或按 上下鈕選擇想要進行比對的隧道斷面設計形式。

最後與許榮達（2004）所提出之收方方式（如圖 5.14 所示），

進行收方數值比對，經比對後接近實際用於現地收方情形，證明視 窗程式可用於實際隧道收方上。

表5.1 玉長公路隧道工程控制樁資料

A 2573799.9610 288663.0170 367.7250 2 2573665.8300 288701.1220 383.6870 A-1 2573842.0484 288520.4215 372.4230 A-2 2573903.4244 288382.4120 375.3350 KS12 2573788.6890 288696.8940 372.8250 KS14 2573686.0910 288768.2080 370.6610 KS15 2573621.4410 288774.3580 371.1640 Q1 2573942.1618 288227.8483 379.7830

BM1 　 　 382.7780

940528 2573983.4138 288070.0928 382.9030 LC9190 2573949.1936 288214.3106 380.0000 LC9200 2573946.7335 288224.0147 379.8860 LC9210 2573944.1889 288233.6739 379.5700 LC9220 2573941.6077 288243.3010 379.2810 LC9230 2573938.9570 288252.9779 378.9790 LC9240 2573936.2425 288262.6021 378.3760 LC9250 2573933.4329 288272.1839 377.9120 LC9260 2573930.5875 288281.7893 377.3780 LC9270 2573927.6710 288291.3681 377.2120 LC9280 2573924.6766 288300.8996 377.1630 LC9290 2573921.6226 288310.4258 376.9630 LC9300 2573918.5176 288319.9221 376.6680 LC9310 2573915.3944 288329.4202 376.3470 LC9320 2573912.2030 288338.8975 376.1040 LC9330 2573908.9870 288348.3561 375.8500 LC9340 2573905.7353 288357.8308 375.8470 LC9350 2573902.4799 288367.2770 375.8160 LC9360 2573899.1725 288376.7139 375.4640 LC9370 2573895.8674 288386.1477 375.2880 LC9380 2573892.5511 288395.5934 375.0160 LC9390 2573889.2378 288405.0325 374.9340 LC9400 2573885.9614 288414.4650 374.5380

表5.2 玉長公路隧道工程中線資料

里程 中心N 中心E 高程 法線N 法線E

9190 2573949.194 288214.304 378.3201 2573968.593 288219.1739 9190 2573949.1930 288214.3100 378.3200 2573968.5910 288219.1800 9185 2573950.4020 288209.4590 378.4200 2573969.8170 288214.2630 8200 2574096.4030 287235.5750 398.1200 2574116.2060 287238.3780 8205 2574095.7020 287240.5260 398.0200 2574115.5050 287243.3290 8210 2574095.0020 287245.4770 397.9200 2574114.8040 287248.2800 8215 2574094.3010 287250.4270 397.8200 2574114.1040 287253.2300 8220 2574093.6000 287255.3780 397.7200 2574113.4030 287258.1810 8225 2574092.9000 287260.3290 397.6200 2574112.7020 287263.1320 8230 2574092.1990 287265.2790 397.5200 2574112.0010 287268.0820 8235 2574091.4980 287270.2300 397.4200 2574111.3010 287273.0330 8240 2574090.7970 287275.1810 397.3200 2574110.6000 287277.9840 8245 2574090.0970 287280.1310 397.2200 2574109.8990 287282.9340 8250 2574089.3960 287285.0820 397.1200 2574109.1990 287287.8850 8255 2574088.6950 287290.0330 397.0200 2574108.4980 287292.8360 8260 2574087.9950 287294.9830 396.9200 2574107.7970 287297.7860 8265 2574087.2940 287299.9340 396.8200 2574107.0960 287302.7370 8270 2574086.5930 287304.8850 396.7200 2574106.3960 287307.6880 8275 2574085.8920 287309.8350 396.6200 2574105.6950 287312.6380 8280 2574085.1920 287314.7860 396.5200 2574104.9940 287317.5890 8285 2574084.4910 287319.7370 396.4200 2574104.2930 287322.5400 8290 2574083.7900 287324.6870 396.3200 2574103.5930 287327.4900 8295 2574083.0890 287329.6380 396.2200 2574102.8920 287332.4410 8300 2574082.3890 287334.5890 396.1200 2574102.1910 287337.3910 8305 2574081.6880 287339.5390 396.0200 2574101.4910 287342.3420 8310 2574080.9870 287344.4900 395.9200 2574100.7900 287347.2930 8315 2574080.2870 287349.4410 395.8200 2574100.0890 287352.2430 8320 2574079.5860 287354.3910 395.7200 2574099.3880 287357.1940 8325 2574078.8850 287359.3420 395.6200 2574098.6880 287362.1450 8330 2574078.1840 287364.2930 395.5200 2574097.9870 287367.0950 8335 2574077.4840 287369.2430 395.4200 2574097.2860 287372.0460 8340 2574076.7830 287374.1940 395.3200 2574096.5850 287376.9970 8345 2574076.0820 287379.1440 395.2200 2574095.8850 287381.9470 8350 2574075.3810 287384.0950 395.1200 2574095.1840 287386.8980 8355 2574074.6810 287389.0460 395.0200 2574094.4830 287391.8490

表5.3 玉長公路隧道工程標準斷面資料

噴凝土 面

　 完成面 　 避車

（左）

噴凝土 面

　 避車

（左）

完成面 　

0.0000 7.2000 0.0000 6.8000 0.0000 7.4542 0.0000 6.8000 -0.8854 7.1453 -0.8362 6.7484 -0.2833 7.4504 -0.2833 6.8000 -1.7574 6.9822 -1.6598 6.5943 -0.7944 7.4239 -0.7944 6.8000 -2.6028 6.7131 -2.4582 6.3401 -1.3102 7.3714 -1.3055 6.7998 -3.4086 6.3421 -3.2192 5.9897 -1.8586 7.2868 -1.8160 6.7764 -4.1626 5.8747 -3.9314 5.5484 -2.3967 7.1743 -2.3232 6.7148 -4.8535 5.3182 -4.5839 5.0228 -2.9242 7.0347 -2.8244 6.6152 -5.2987 4.8748 -5.0043 4.6040 -3.4412 6.8684 -3.3167 6.4783 -5.4727 4.6777 -5.1659 4.4202 -3.9473 6.6760 -3.7973 6.3048 -5.7514 4.3238 -5.4226 4.0889 -4.4409 6.4543 -4.2636 6.0958 -6.0046 3.9508 -5.6527 3.7387 -4.9165 6.1965 -4.7128 5.8523 -6.2311 3.5601 -5.8549 3.3716 -5.3715 5.9037 -5.1425 5.5757 -6.4298 3.1535 -6.0279 2.9899 -5.8031 5.5775 -5.5502 5.2677 -6.5996 2.7327 -6.1707 2.5959 -6.2091 5.2199 -5.9336 4.9299 -6.7393 2.2993 -6.2824 2.1920 -6.5487 4.8748 -6.2905 4.5642 -6.8481 1.8554 -6.3623 1.7806 -6.9378 4.4092 -6.6143 4.1690 -6.9251 1.4029 -6.4099 1.3642 -7.2505 3.9573 -6.8991 3.7448 -6.9694 0.9438 -6.4250 0.9454 -7.5236 3.4791 -7.1423 3.2955 -6.9803 0.4803 -6.4074 0.5267 -7.7550 2.9777 -7.3419 2.8252 -6.9573 0.0146 -6.3573 0.1106 -7.9426 2.4563 -7.4959 2.3381 -6.8998 -0.4510 -6.2750 -0.3003 -8.0848 1.9181 -7.6030 1.8385 -6.7614 -0.9574 -6.1552 -0.7015 -8.1798 1.3667 -7.6623 1.3310 -6.4022 -1.4721 -5.9324 -1.0544 -8.2262 0.8057 -7.6732 0.8202 -5.8887 -1.8113 -5.6080 -1.3169 -8.2226 0.2392 -7.6355 0.3107 -5.3104 -1.9527 -5.2164 -1.4610 -8.1682 -0.3288 -7.5497 -0.1929 -4.8775 -2.0214 -4.8024 -1.5271 -8.0273 -0.9239 -7.4130 -0.6850 -4.4561 -2.0826 -4.3876 -1.5873 -7.6265 -1.5310 -7.1510 -1.1209 -4.0341 -2.1382 -3.9720 -1.6420 -7.0337 -1.9270 -6.7583 -1.4442 -3.6113 -2.1883 -3.5557 -1.6913 -6.4171 -2.1062 -6.2819 -1.6248 -3.1879 -2.2328 -3.1388 -1.7352 -5.9129 -2.2418 -5.7884 -1.7576 -2.7639 -2.2718 -2.7214 -1.7736 -5.4058 -2.3663 -5.2920 -1.8794 -2.3395 -2.3052 -2.3035 -1.8065 -4.8962 -2.4795 -4.7931 -1.9903 -1.9147 -2.3331 -1.8852 -1.8339 -4.3842 -2.5816 -4.2918 -2.0902 -1.4896 -2.3554 -1.4666 -1.8559 -3.8700 -2.6723 -3.7885 -2.1790

-1.0642 -2.3721 -1.0478 -1.8724 -3.3540 -2.7518 -3.2834 -2.2568 -0.6386 -2.3833 -0.6287 -1.8834 -2.8364 -2.8198 -2.7767 -2.3234 -0.2129 -2.3888 -0.2096 -1.8888 -2.3174 -2.8765 -2.2686 -2.3789 0.2129 -2.3888 0.2096 -1.8888 -1.7973 -2.9218 -1.7594 -2.4232 0.6386 -2.3833 0.6287 -1.8834 -1.2763 -2.9556 -1.2494 -2.4563 1.0642 -2.3721 1.0478 -1.8724 -0.7547 -2.9779 -0.7388 -2.4781 1.4896 -2.3554 1.4666 -1.8559 0.0000 -2.9899 -0.2278 -2.4888 1.9147 -2.3331 1.8852 -1.8339 0.2894 -2.9881 0.2833 -2.4882 2.3395 -2.3052 2.3035 -1.8065 0.8113 -2.9760 0.7943 -2.4763 2.7639 -2.2718 2.7214 -1.7736 1.3329 -2.9524 1.3048 -2.4532 3.1879 -2.2328 3.1388 -1.7352 1.8538 -2.9174 1.8148 -2.4189 3.6113 -2.1883 3.5557 -1.6913 2.3738 -2.8709 2.3238 -2.3734 4.0341 -2.1382 3.9720 -1.6420 2.8927 -2.8130 2.8318 -2.3167 4.4561 -2.0826 4.3876 -1.5873 3.4102 -2.7437 3.3383 -2.2489 4.8775 -2.0214 4.8024 -1.5271 3.9260 -2.6630 3.8433 -2.1699 5.3104 -1.9527 5.2164 -1.4610 4.4399 -2.5710 4.3464 -2.0799 5.8887 -1.8113 5.6080 -1.3169 4.9517 -2.4678 4.8474 -1.9788 6.4022 -1.4721 5.9324 -1.0544 5.4610 -2.3533 5.3460 -1.8667 6.7614 -0.9574 6.1552 -0.7015 5.9678 -2.2276 5.8421 -1.7437 6.8998 -0.4510 6.2750 -0.3003 6.4716 -2.0908 6.3353 -1.6098 6.9573 0.0146 6.3573 0.1106 7.1041 -1.8961 6.8060 -1.4158 6.9803 0.4803 6.4074 0.5267 7.6811 -1.4739 7.1864 -1.0782 6.9694 0.9438 6.4250 0.9454 8.0555 -0.8491 7.4322 -0.6329 6.9251 1.4029 6.4099 1.3642 8.1766 -0.2672 7.5614 -0.1386 6.8481 1.8554 6.3623 1.7806 8.2255 0.3009 7.6420 0.3659 6.7393 2.2993 6.2824 2.1920 8.2235 0.8670 7.6743 0.8757 6.5996 2.7327 6.1707 2.5959 8.1718 1.4271 7.6582 1.3864 6.4298 3.1535 6.0279 2.9899 8.0716 1.9773 7.5937 1.8932 6.2311 3.5601 5.8549 3.3716 7.9244 2.5138 7.4814 2.3916 6.0046 3.9508 5.6527 3.7387 7.7319 3.0332 7.3224 2.8772 5.7514 4.3238 5.4226 4.0889 7.4959 3.5322 7.1180 3.3454 5.4727 4.6777 5.1659 4.4202 7.2184 4.0077 6.8701 3.7922 5.2987 4.8748 5.0043 4.6040 6.9015 4.4566 6.5809 4.2134 4.8535 5.3182 4.5839 5.0228 6.5487 4.8748 6.2532 4.6053 4.1626 5.8747 3.9314 5.5484 6.1663 5.2602 5.8932 4.9680 3.4086 6.3421 3.2192 5.9897 5.7575 5.6145 5.5070 5.3026 2.6028 6.7131 2.4582 6.3401 5.3231 5.9371 5.0968 5.6073 1.7574 6.9822 1.6598 6.5943 4.8658 6.2262 4.6649 5.8803 0.8854 7.1453 0.8362 6.7484 4.3881 6.4802 4.2137 6.1202 0.0000 7.2000 0.0000 6.8000 3.8929 6.6982 3.7458 6.3254

　 　 　 　 3.3855 6.8878 3.2638 6.4950

　 　 　 　 2.8674 7.0511 2.7703 6.6279

表5.4 汐止山岳鐵路隧道控制樁資料

點號 縱座標N 橫座標E 高程Z

AL01 2772015.5962 312784.5089 2.7725 AR01 2772021.8542 312785.6959 2.8804 BR01 2772004.6254 312660.8776 1.4646 TPS1 2772095.0045 312718.1885 -TPS2 2772003.8868 312719.8460 0.0444

BM1 - - 0.0141

BL02 2771995.8356 312545.2996 0.7420 BR02 2772001.5586 312544.5945 0.7779 AR02 2772037.3812 312854.7120 3.6106 BL02-1 2772000.9465 312521.4961 2.3534 AR02-1 2772055.5887 312914.9306 5.4367 BL02A 2771998.5174 312470.0264 1.4819 BL02B 2772004.7210 312449.0941 1.4698 AR03 2772067.3525 312960.7819 4.8561 AL03 2772065.0329 312964.8282 4.9386 AR03A 2772047.0979 312915.5739 5.4708 TPS3A 2772199.2981 313225.6928 8.7698 TPS3 2772213.3100 313261.7800 14.0720

表5.5 汐止山岳鐵路隧道中線資料

里程 中心N 中心E 高程 法線N 法線E

16845 2772014.655 312773.9914 1.434728 2771999.879 312776.5709 16845 2772014.6647 312774.0464 1.4353 2771999.8882 312776.6266 16850 2772013.8147 312769.1192 1.3885 2771999.0279 312771.6392 16365 2772191.3322 313216.6826 6.3655 2772178.4353 313224.3422 16370 2772188.7821 313212.3818 6.3110 2772175.8753 313220.0248 16375 2772186.2369 313208.0781 6.2565 2772173.3229 313215.7089 16380 2772183.6949 313203.7725 6.2020 2772170.7762 313211.3954 16385 2772181.1550 313199.4657 6.1475 2772168.2340 313207.0846 16390 2772178.6156 313195.1585 6.0930 2772165.6942 313202.7767 16395 2772176.0762 313190.8514 6.0385 2772163.1547 313198.4695 16400 2772173.5369 313186.5442 5.9840 2772160.6154 313194.1622 16405 2772170.9975 313182.2370 5.9295 2772158.0760 313189.8550 16410 2772168.4582 313177.9299 5.8750 2772155.5365 313185.5477 16415 2772165.9190 313173.6226 5.8205 2772152.9961 313181.2383 16420 2772163.3810 313169.3146 5.7660 2772150.4551 313176.9251 16425 2772160.8453 313165.0053 5.7115 2772147.9143 313172.6071 16430 2772158.3131 313160.6939 5.6570 2772145.3750 313168.2837 16435 2772155.7854 313156.3799 5.6025 2772142.8383 313163.9543 16440 2772153.2635 313152.0625 5.5480 2772140.3052 313159.6179 16445 2772150.7485 313147.7411 5.4935 2772137.7773 313155.2742 16450 2772148.2414 313143.4150 5.4390 2772135.2553 313150.9224 16455 2772145.7436 313139.0837 5.3845 2772132.7406 313146.5617 16460 2772143.2561 313134.7464 5.3300 2772130.2343 313142.1918 16465 2772140.7800 313130.4025 5.2755 2772127.7375 313137.8116 16470 2772138.3167 313126.0514 5.2210 2772125.2518 313133.4208 16475 2772135.8671 313121.6926 5.1665 2772122.7779 313129.0188 16480 2772133.4326 313117.3253 5.1120 2772120.3173 313124.6047 16485 2772131.0142 313112.9491 5.0575 2772117.8711 313120.1782 16490 2772128.6132 313108.5633 5.0030 2772115.4406 313115.7386 16495 2772126.2307 313104.1674 4.9485 2772113.0270 313111.2852 16500 2772123.8680 313099.7609 4.8940 2772110.6316 313106.8177 16505 2772121.5262 313095.3432 4.8395 2772108.2557 313102.3356 16510 2772119.2064 313090.9139 4.7850 2772105.9012 313097.8402 16515 2772116.9087 313086.4731 4.7305 2772103.5691 313093.3328 16520 2772114.6333 313082.0209 4.6760 2772101.2595 313088.8137 16525 2772112.3802 313077.5573 4.6215 2772098.9726 313084.2832

16530 2772110.1494 313073.0826 4.5670 2772096.7084 313079.7415 16535 2772107.9410 313068.5967 4.5125 2772094.4669 313075.1883 16540 2772105.7550 313064.0999 4.4580 2772092.2481 313070.6240 16545 2772103.5916 313059.5921 4.4038 2772090.0522 313066.0485 16550 2772101.4508 313055.0737 4.3495 2772087.8793 313061.4624 16555 2772099.3325 313050.5445 4.2953 2772085.7292 313056.8652 16560 2772097.2370 313046.0049 4.2410 2772083.6023 313052.2576

表5.6 汐止山岳鐵路隧道標準斷面資料

開挖面 　 鋼支保

面

　 雙層網 　 完成面 　

0.0000 6.0300 0.0000 5.8300 0.0000 5.7800 0.0000 5.3800 -0.5255 6.0071 -0.5081 5.8078 -0.5038 5.7580 -0.4689 5.3595 -1.0471 5.9384 -1.0124 5.7414 -1.0037 5.6922 -0.9342 5.2983 -1.5607 5.8245 -1.5089 5.6313 -1.4960 5.5831 -1.3924 5.1967 -2.0624 5.6663 -1.9940 5.4784 -1.9769 5.4314 -1.8401 5.0555 -2.5484 5.4650 -2.4639 5.2838 -2.4427 5.2385 -2.2737 4.8759 -3.0150 5.2221 -2.9150 5.0489 -2.8900 5.0056 -2.6900 4.6592 -3.4587 4.9395 -3.3440 4.7757 -3.3153 4.7347 -3.0858 4.4070 -3.8760 4.6192 -3.7475 4.4660 -3.7153 4.4277 -3.4582 4.1213 -4.2639 4.2639 -4.1224 4.1224 -4.0871 4.0871 -3.8042 3.8042 -4.6192 3.8760 -4.4660 3.7475 -4.4277 3.7153 -4.1213 3.4582 -4.9395 3.4587 -4.7757 3.3440 -4.7347 3.3153 -4.4070 3.0858 -5.2221 3.0150 -5.0489 2.9150 -5.0056 2.8900 -4.6592 2.6900 -5.4650 2.5484 -5.2838 2.4639 -5.2385 2.4427 -4.8759 2.2737 -5.6663 2.0624 -5.4784 1.9940 -5.4314 1.9769 -5.0555 1.8401 -5.8245 1.5607 -5.6313 1.5089 -5.5831 1.4960 -5.1967 1.3924 -5.9384 1.0471 -5.7414 1.0124 -5.6922 1.0037 -5.2983 0.9342 -6.0154 0.5263 -5.8161 0.5088 -5.7662 0.5045 -5.3633 0.4692 -6.0635 0.0000 -5.8631 0.0000 -5.8130 0.0000 -5.3950 0.0000 -6.0823 -0.5321 -5.8821 -0.5146 -5.8321 -0.5102 -5.3930 -0.4718 -6.0709 -1.0705 -5.8723 -1.0355 -5.8227 -1.0267 -5.3570 -0.9446 -6.0281 -1.6152 -5.8325 -1.5628 -5.7836 -1.5497 -5.2865 -1.4165 -5.9524 -2.1665 -5.7612 -2.0969 -5.7727 -1.6497 -5.1389 -2.0385 -5.9201 -2.3484 -5.7306 -2.2733 -5.7612 -2.0969 -5.0920 -2.1932 -5.7551 -2.6836 -5.5728 -2.5986 -5.7317 -2.2670 -4.1100 -3.1389 -5.4144 -3.1260 -5.2350 -3.0224 -5.5728 -2.5986 -3.8165 -3.2024 -4.9706 -3.4805 -4.7907 -3.3545 -5.2350 -3.0224 -3.6480 -3.2367 -4.4375 -3.7235 -4.2519 -3.5678 -4.7907 -3.3545 -3.3020 -3.3020 -4.2525 -3.7731 -4.0677 -3.6091 -4.2519 -3.5678 -2.8356 -3.3794

-3.8576 -3.8576 -3.6875 -3.6875 -4.0677 -3.6091 -2.4085 -3.4397 -3.3216 -3.9585 -3.1727 -3.7811 -3.6875 -3.6875 -2.0131 -3.4867 -2.8274 -4.0379 -2.6989 -3.8544 -3.1727 -3.7811 -1.6428 -3.5230 -2.3672 -4.1001 -2.2585 -3.9118 -2.6989 -3.8544 -1.2923 -3.5505 -1.9344 -4.1484 -1.8448 -3.9563 -2.2585 -3.9118 -0.9568 -3.5707 -1.5233 -4.1852 -1.4523 -3.9901 -1.8448 -3.9563 -0.6320 -3.5845 -1.1287 -4.2123 -1.0758 -4.0150 -1.4523 -3.9901 -0.3143 -3.5925 -0.7460 -4.2308 -0.7109 -4.0320 -1.0758 -4.0150 0.0000 -3.5951 -0.3711 -4.2416 -0.3536 -4.0419 -0.7109 -4.0320 0.3143 -3.5925 0.0000 -4.2451 0.0000 -4.0451 -0.3536 -4.0419 0.6320 -3.5845 0.3711 -4.2416 0.3536 -4.0419 0.0000 -4.0451 0.9568 -3.5707 0.7460 -4.2308 0.7109 -4.0320 0.3536 -4.0419 1.2923 -3.5505 1.1287 -4.2123 1.0758 -4.0150 0.7109 -4.0320 1.6428 -3.5230 1.5233 -4.1852 1.4523 -3.9901 1.0758 -4.0150 2.0131 -3.4867 1.9344 -4.1484 1.8448 -3.9563 1.4523 -3.9901 2.4085 -3.4397 2.3672 -4.1001 2.2585 -3.9118 1.8448 -3.9563 2.8356 -3.3794 2.8274 -4.0379 2.6989 -3.8544 2.2585 -3.9118 3.3020 -3.3020 3.3216 -3.9585 3.1727 -3.7811 2.6989 -3.8544 3.6480 -3.2367 3.8576 -3.8576 3.6875 -3.6875 3.1727 -3.7811 3.8165 -3.2024 4.2525 -3.7731 4.0677 -3.6091 3.6875 -3.6875 4.1100 -3.1389 4.4375 -3.7235 4.2519 -3.5678 4.0677 -3.6091 5.0920 -2.1932 4.9706 -3.4805 4.7907 -3.3545 4.2087 -3.5780 5.1389 -2.0385 5.4144 -3.1260 5.2350 -3.0224 4.7907 -3.3545 5.1811 -1.8858 5.7551 -2.6836 5.5728 -2.5986 5.2350 -3.0224 5.2865 -1.4165 5.9201 -2.3484 5.7306 -2.2733 5.5728 -2.5986 5.3570 -0.9446 5.9524 -2.1665 5.7612 -2.0969 5.7306 -2.2733 5.3930 -0.4718 6.0281 -1.6152 5.8325 -1.5628 5.7612 -2.0969 5.3950 0.0000 6.0709 -1.0705 5.8723 -1.0355 5.7727 -1.6497 5.3633 0.4692 6.0823 -0.5321 5.8821 -0.5146 5.7836 -1.5497 5.2983 0.9342 6.0635 0.0000 5.8631 0.0000 5.8227 -1.0267 5.1967 1.3924 6.0154 0.5263 5.8161 0.5088 5.8321 -0.5102 5.0555 1.8401 5.9384 1.0471 5.7414 1.0124 5.8130 0.0000 4.8759 2.2737 5.8245 1.5607 5.6313 1.5089 5.7662 0.5045 4.6592 2.6900 5.6663 2.0624 5.4784 1.9940 5.6922 1.0037 4.4070 3.0858 5.4650 2.5484 5.2838 2.4639 5.5831 1.4960 4.1213 3.4582 5.2221 3.0150 5.0489 2.9150 5.4314 1.9769 3.8042 3.8042 4.9395 3.4587 4.7757 3.3440 5.2385 2.4427 3.4582 4.1213 4.6192 3.8760 4.4660 3.7475 5.0056 2.8900 3.0858 4.4070 4.2639 4.2639 4.1224 4.1224 4.7347 3.3153 2.6900 4.6592 3.8760 4.6192 3.7475 4.4660 4.4277 3.7153 2.2737 4.8759 3.4587 4.9395 3.3440 4.7757 4.0871 4.0871 1.8401 5.0555 3.0150 5.2221 2.9150 5.0489 3.7153 4.4277 1.3924 5.1967

2.5484 5.4650 2.4639 5.2838 3.3153 4.7347 0.9342 5.2983 2.0624 5.6663 1.9940 5.4784 2.8900 5.0056 0.4689 5.3595 1.5607 5.8245 1.5089 5.6313 2.4427 5.2385 0.0000 5.3800 1.0471 5.9384 1.0124 5.7414 1.9769 5.4314 　 　

0.5255 6.0071 0.5081 5.8078 1.4960 5.5831 　 　 0.0000 6.0300 0.0000 5.8300 1.0037 5.6922 　 　

　 　 　 　 0.5038 5.7580 　 　

　 　 　 　 0.0000 5.7800 　 　

圖5.1 玉長公路位置圖

圖5.2 隧道斷面收方程式主畫面（玉長公路隧道）

圖5.3 開啟新檔畫面（玉長公路隧道）

圖5.4 收方資料 Excel 檔（玉長公路隧道）

圖5.5 隧道斷面收方程式資料處理系統（玉長公路隧道）

圖5.6 經隧道斷面收方程式資料處理系統後（玉長公路隧道）

圖5.7 玉長公路隧道斷面收方程式之成果顯示

圖5.8 玉長公路隧道斷面收方繪圖結果

圖5.9 Excel 版本之收方形式（玉長公路隧道）

圖5.10 汐止山岳鐵路隧道位置圖

圖5.11 隧道斷面收方程式新建檔案畫面（汐止山岳鐵路隧道）

圖5.12 隧道斷面收方程式資料處理系統（汐止山岳鐵路隧道）

圖5.13 汐止山岳鐵路隧道斷面收方繪圖結果

圖5.14 Excel 版本之收方形式（汐止山岳鐵路隧道）