1、一、擴展變量設置說明1 統計各種要素點的數目各要素點數目表匝道序號第1匝道第2匝道第3匝道第4匝道第5匝道擴展變量數目無匝道時取值切點數目(含起終點)a1a2a3a4a52a+3-3/2變坡點數目(含起終點)b1b2b3b4b53b-22/3超高點數目(含起終點)c1c2c3c4c52c0設置擴展變量總數目為：2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4+c5)+74個2 設置各擴展變量數據 固定變量及自由變量Z1Z39固定變量及自由變量設置表位置設置內容或數值備 注1匝道序號(根據計算的需要分別存為1、2、3、4或5)運行前必須設置2路面

2、結構層的厚度運行前必須設置3半個中央分隔帶的設計寬度運行前必須設置4半幅路基硬路面寬度(包含中央分隔帶)運行前必須設置5土路肩寬度運行前必須設置6土路肩最小橫坡設計值運行前必須設置7程序中使用的自由變量不用設置8程序中使用的自由變量不用設置9程序中使用的自由變量不用設置1073運行前必須設置1176+2a1運行前必須設置1279+2a1+2a2運行前必須設置1382+2a1+2a2+2a3運行前必須設置1485+2a1+2a2+2a3+2a4運行前必須設置15a1運行前必須設置16a2運行前必須設置17a3運行前必須設置18a4運行前必須設置19a5運行前必須設置2085+2a1+2a2+2a

3、3+2a4+2a5運行前必須設置2183+2a1+2a2+2a3+2a4+2a5+3b1運行前必須設置2281+2a1+2a2+2a3+2a4+2a5+3b1+3b2運行前必須設置2379+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3運行前必須設置2477+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4運行前必須設置固定變量及自由變量設置表 續上表位置設置內容或數值備 注25b1運行前必須設置26b2運行前必須設置27b3運行前必須設置28b4運行前必須設置29b5運行前必須設置3075+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+

4、3b4+3b5運行前必須設置3175+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1運行前必須設置3275+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1+2c2運行前必須設置3375+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1+2c2+2c3運行前必須設置3475+2a1+2a2+2a3+2a4+2a5+3b1+3b2+3b3+3b4+3b5+2c1+2c2+2c3+2c4運行前必須設置35c1運行前必須設置36c2運行前必須設置37c3 運行前必須設置38c4運行前必

5、須設置39c5運行前必須設置 導線點擴展變量Z40Z69各導線點坐標值于擴展變量中的位置表名稱第1個導線點第2個導線點第i個導線點第14個導線點第15個導線點X坐標404139+i5354Y坐標555654+i6869 平曲線要素擴展變量Z70Z84+2a1+2a2+2a3+2a4+2a5各匝道平曲線要素于擴展變量中的位置表匝道序號第1點方位角第1點坐標要素項目第1點第i點第a點第1匝道70X71曲率7372+i72+a1Y72樁號73+a172+a1+i72+2a1第2匝道73+2a1X74+2a1曲率76+2a175+2a1+i75+2a1+a2Y75+2a1樁號76+2a1+a275+2

6、a1+a2+i75+2a1+2a2第3匝道76+2a1+2a2X77+2a1+2a2曲率79+2a1+2a278+2a1+2a2+i78+2a1+2a2+a3Y78+2a1+2a2樁號79+2a1+2a2+a378+2a1+2a2+a3+i78+2a1+2a2+2a3第4匝道79+2a1+2a2+2a3X80+2a1+2a2+2a3曲率82+2a1+2a2+2a381+2a1+2a2+2a3+i81+2a1+2a2+2a3+a4Y81+2a1+2a2+2a3樁號82+2a1+2a2+2a3+a481+2a1+2a2+2a3+a4+i81+2a1+2a2+2a3+2a4第5匝道82+2a1+2a

7、2+2a3+2a4X83+2a1+2a2+2a3+2a4曲率85+2a1+2a2+2a3+2a484+2a1+2a2+2a3+2a4+i84+2a1+2a2+2a3+2a4+a5Y84+2a1+2a2+2a3+2a4樁號85+2a1+2a2+2a3+2a4+a584+2a1+2a2+2a3+2a4+a5+i84+2a1+2a2+2a3+2a4+2a5 豎曲線要素擴展變量Z85+2(a1+a2+a3+a4+a5)Z74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)各匝道豎曲線要素于擴展變量中的位置表匝道序號要素名稱第1點(起點)第2個變坡點第i個變坡點第b-1個變坡點第

8、b點(終點)第1匝道變坡點樁號85+2a1+2a2+2a3+2a4+2a586+2a1+2a2+2a3+2a4+2a584+2a1+2a2+2a3+2a4+2a5+i83+2a1+2a2+2a3+2a4+2a5+b184+2a1+2a2+2a3+2a4+2a5+b1變坡點高程85+2a1+2a2+2a3+2a4+2a5+b186+2a1+2a2+2a3+2a4+2a5+b184+2a1+2a2+2a3+2a4+2a5+b1+i83+2a1+2a2+2a3+2a4+2a5+2b184+2a1+2a2+2a3+2a4+2a5+2b1豎曲線切線長-85+2a1+2a2+2a3+2a4+2a5+2b1

9、83+2a1+2a2+2a3+2a4+2a5+2b1+i82+2a1+2a2+2a3+2a4+2a5+3b1-第2匝道變坡點樁號83+2a1+2a2+2a3+2a4+2a5+3b184+2a1+2a2+2a3+2a4+2a5+3b182+2a1+2a2+2a3+2a4+2a5+3b1+i81+2a1+2a2+2a3+2a4+2a5+3b1+b282+2a1+2a2+2a3+2a4+2a5+3b1+b2變坡點高程83+2a1+2a2+2a3+2a4+2a5+3b1+b284+2a1+2a2+2a3+2a4+2a5+3b1+b282+2a1+2a2+2a3+2a4+2a5+3b1+b2+i81+2

10、a1+2a2+2a3+2a4+2a5+3b1+2b282+2a1+2a2+2a3+2a4+2a5+3b1+2b2豎曲線切線長-83+2a1+2a2+2a3+2a4+2a5+3b1+2b281+2a1+2a2+2a3+2a4+2a5+3b1+2b2+i80+2a1+2a2+2a3+2a4+2a5+3b1+3b2-第3匝道變坡點樁號81+2a1+2a2+2a3+2a4+2a5+3b1+3b282+2a1+2a2+2a3+2a4+2a5+3b1+3b280+2a1+2a2+2a3+2a4+2a5+3b1+3b2+i79+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b380+2a1+2a2

11、+2a3+2a4+2a5+3b1+3b2+b3變坡點高程81+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b382+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b380+2a1+2a2+2a3+2a4+2a5+3b1+3b2+b3+i79+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b380+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b3豎曲線切線長-81+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b379+2a1+2a2+2a3+2a4+2a5+3b1+3b2+2b3+i78+2a1+2a2+2a3+2a4+2a5+3b1

12、+3b2+3b3-第4匝道變坡點樁號79+2(a1+a2+a3+a4+a5)+3b1+3b2+3b380+2(a1+a2+a3+a4+a5)+3b1+3b2+3b378+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+i77+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b478+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b4變坡點高程79+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b480+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b478+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+b4+i77

13、+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b478+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b4豎曲線切線長-79+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b477+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+2b4+i76+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+3b4-第5匝道變坡點樁號77+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)78+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)76+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b

14、4)+i75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+b576+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+b5變坡點高程77+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+3b4+b578+2(a1+a2+a3+a4+a5)+3b1+3b2+3b3+3b4+b576+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+b5+i75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+2b576+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+2b5豎曲線切線長-77+2(a1+a2+a

15、3+a4+a5)+3(b1+b2+b3+b4)+2b575+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4)+2b5+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)- 超高設計擴展變量Z75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)Z2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4+c5)+74各段超高設計數值于擴展變量中的位置表匝道序號要素名稱第1個起超點第i個起超點第c個起超點第1匝道樁號75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)

16、74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+c1橫坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+c174+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+c1+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1第2匝道樁號75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c174+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+

17、i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+c2橫坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+c274+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+c2+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2第3匝道樁號75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c274+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+i74+2(a1+a2+a3+

18、a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+c3橫坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+c374+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+c3+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3第4匝道樁號75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c374+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+i74+2(

19、a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+c4橫坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+c474+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+c4+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c4第5匝道樁號75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c474+2(a1+a2+a3+a4+a5)+3(b1+b2

20、+b3+b4+b5)+2c1+2c2+2c3+2c4+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c4+c5橫坡75+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2c1+2c2+2c3+2c4+c574+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4)+c5+i74+2(a1+a2+a3+a4+a5)+3(b1+b2+b3+b4+b5)+2(c1+c2+c3+c4+c5)說明：存入設計橫坡數值時，當路基左右幅的橫坡為互補時，只要把左幅的設計橫坡存入擴展變

21、量即可（從路中間向兩側，上坡為“”，下坡為“”），當左右幅的設計橫坡為相同時，則在對應擴展變量中存入橫坡為0。3.擴展變量設置說明當線路改變或數據更改時，應首先根據各要素點的數目設置擴展變量總數目（若要素點數目也發生變化），再按上述各擴展變量位置表中的約定重新設置擴展變量中的數據。存入平曲線的曲率時，左轉為“”，右轉為“”，曲率為半徑的倒數，即1/R；當圓曲線和直線之間無緩和曲線時，則ZY點（或YZ點）要看作為樁號相同的兩個切點，即假想在圓曲線和直線之間存在著一條長度為零的緩和曲線，其中一端的曲率為1/R，另一端的曲率為零。存入首點的切線方位角時角度為弧度。當進行測量放樣計算時，若遇到臨時點，

22、可把其存入導線點擴展變量中空缺的位置上，然后把它當作導線點使用。二、程序操作說明1 匝道放樣計算程序ZDFYFY：1.ZX 2.BX?(1)放樣選擇:1.中線放樣 2.邊線放樣?DZ?(2) 輸入置鏡點的導線點點號DZ?DH?(3) 輸入后視點的導線點點號DH?AH?(4)輸入后視角度AH?KF?(5)輸入放樣點的樁號KF?L?(6)輸入放樣點偏離中線的平距(左為“-”,右為“+”)?當第(1)步選擇1時,無此第(6)步,只有當第(1)選擇2時,才會出現此步AJ?(7)輸入放樣點跟線路中樁連線與線路方向的夾角(順時針)AJ?當第(1)步選擇1時,無此第(7)步,只有當第(1)選擇2時,才會出現

23、此步S=(8)輸出放樣距離SA=(9)輸出放樣角度A此行操作完成后返回第(5)步,要求重新輸入計算2 匝道坐標計算程序ZDZB1.ZX 2.BX?(1)選擇:1.中線坐標計算 2.邊線坐標計算？K?(2)輸入待求點的樁號K?L?(3)輸入待求點的偏離中線的平距L(左為“-”,右為“+”)? 當第(1)步選擇1時,無此第(3)步,只有當第(1)步選擇2時,才 會出現此步AJ?(4)輸入待求點跟線路中樁邊線與線路方向夾角(順時針)AJ? 當第(1)步選擇1時,無此第(4)步,只有當第(1)步選擇2時,才 會出現此步X=(5)輸出待求點的X坐標Y=(6)輸出待求點的Y坐標AT=(7)輸出待求點的切線

24、方位角AT 只有當第(1)步選擇1時，才會出現此第(7)步此行操作完成后返回第(2)步,要求重新輸入計算3 匝道高程計算程序ZDGCK?(1)輸入待求點的樁號K?L?(2)輸入待求點偏離中線的平距L(左為“-”,右為“+”)?H=(3)輸出待求點的設計高程(已扣除結構層厚度)H此行操作完成后返回第(1)步,要求重新輸入計算三、程序設計1 匝道放樣計算主程序ZDFY (288步)Fixm:Rad¿H=ZZ1+9¿N=ZZ1+14¿V=H¿O:O”FY:1.ZX 2.BX”¿EFT:E”DZ”:F”DH”:T”AH”¿B=ZE+39:D=

25、ZE+54¿I=ZF+39:J=ZF+54¿Pol(I-B,J-D:Z7=J¿Lbl 1¿K:K”KF”¿O¹1ÞQG:Q”L”:G”AJ”¿Prog ”BZ”:X=X+Rec(Q,U+G÷180:Y=Y+J¿Pol(X-B,Y-D:I”S=”I=J-Z7+T÷180¿I>2ÞI=I-2¿I<0ÞI=I+2¿I=180I÷¿I”A=”Goto 12匝道坐標計算主程序ZDZB (169步)Fixm:Rad&

26、#191;H=ZZ1+9¿N=ZZ1+14¿V=H¿O:O”1.ZX 2.BX”¿Q=0¿Lbl 1¿K:K”K”¿O¹1ÞQG:Q”L”:G”AJ” ¿Prog ”BZ”:X=X+Rec(Q,U+G÷180:Y=Y+J ¿X”X=” Y”Y=” O=1ÞU=180U÷:U”AT=” ¿Goto 13匝道高程計算主程序ZDGC (109步)Fixm¿G=ZZ1+19¿U=ZZ1+24¿E=ZZ1+29¿F=

27、ZZ1+34¿V=G-1¿Lbl 0¿KQ:K”K”:Q”L”¿Prog ”CG”¿C”H=”Goto 04匝道坐標計算子程序BZ (75步)W=H+1¿Lbl 0¿K>ZW+NÞW=W+1:Goto 0¿V=WÞGoto 1¿V=W¿Prog “CS”¿Lbl 1¿Z=K¿Prog “ZD”5匝道參數計算子程序CS (142步)U=ZH-3¿X=ZH-2¿Y=ZH-1¿W=V-H¿Lbl 0

28、1;Z8=X¿Z9=Y¿A=U¿M=ZV-W+N+1¿R=ZV-W¿P=ZV-W+1¿L=ZV-W+N¿Dsz W¿Goto 1¿Goto 2¿Lbl 1¿Z=M¿Prog “ZD”¿Goto 0¿Lbl 26匝道分段計算子程序ZD (373步)S=Z-L¿R=PÞR=0ÞGoto 1¿R=PÞR0ÞGoto 2¿Z=1¿P<RÞZ=-1¿J=M-L&

29、#191;C=Abs(J÷(P-R¿J=0ÞC=1¿J=ZJR÷(P-R¿I=J+SZ¿U=A+S(J+I)÷2÷C¿S=A-ZJJ÷2÷C¿Y=I-J-(I5-J5)÷40÷C÷C+(I9-J9)÷3456÷C4¿I=(III-JJJ)÷6÷C-(I7-J7)÷336÷C3+(I11-J11)÷42240÷C5¿X=Z8+ZYCos S

30、-Isin S¿Y=Z9+ZYSin S+Icos S¿Goto 3¿Lbl 1¿X=Z8+Scos A¿Y=Z9+Ssin A¿U=A¿Goto 3¿Lbl 2¿U=SP+A¿X=Z8+(Sin U-Sin A)÷P¿Y=Z9-(Cos U-Cos A)÷P¿Lbl 3¿U<0ÞU=U+2¿U>2ÞU=U-27匝道高程計算子程序CG (536步)W=G+1¿Lbl 0¿W>G+

31、U-2ÞGoto 1¿P=ZW+2U-1¿K>ZW-PÞW=W+1:Goto 0¿W=G+1ÞW=G+2¿V=W-1ÞGoto 2¿Lbl 1¿V=W-1¿J=ZV+U¿R=(J-ZV+U-1)÷(ZV-ZV-1¿S=(ZV+U+1-J)÷(ZV+1-ZV¿T=ZV+2U-1¿Lbl 2¿L=K-ZV¿L-TÞH=J+RL:Goto 3¿LTÞH=J+SL:Goto 3&

32、#191;A=2T÷(S-R¿X=L+A(R+S)÷2¿H=J+XX÷2÷A-ARS÷2¿Lbl 3¿H=H-Z2¿A=Abs Q¿AZ3ÞC=0:Goto 6¿I=-1¿Q>0ÞI=1¿Lbl 4¿Y=E¿Lbl 5¿KZYÞY=Y+1:Goto 5¿O=ZY+F-1:X=ZY+F:O=IO:X=IX¿ZY+F-1=0ÞO=2¿ZY+F=0Þ

33、;X=2¿N=(ZY-K)÷(ZY-ZY-1¿M=(X-O)(1-3NN+2NNN)+O¿AZ4ÞC=(Z3-A)M÷100:Goto 6¿C=Z6(Z4-A)÷100-M(Z4-Z3)÷100¿M>Z6ÞC=(Z3-A)M÷100¿Lbl 6¿C=H+C四、擴展變量設置數值擴展變量設置實際數值表名 稱上三線四標福寧線A14標福寧線A14-4福寧線A匝道福寧線A14-34交點數目a47212變坡點數目b1212416起超點數目c205545臺階數目d

34、00101010導線點數目e302017515變量總數目18816410867110Z10.650.73000Z211.511.511.5變量11.5Z3空空空空空Z4空空空空空Z5空空空空空Z7空空空空空Z7空空空空空Z8空空空空空Z9空空空空空Z10空空空空空Z11空空空空空Z12空空空空空Z13空空空空空Z14空空空空空Z15空空空空空Z16空空空空空Z17空空空空空Z18空空空空空Z19空空空空空Z203311951.3982975739.2142973710.08274471.132192973710.082Z213308082.1072976456.4482973608.91174

35、153.556092973608.911Z223306528.8512974752.8962973081.30574679.092002973081.305Z233304867.3722974382.4922972865.599502032.22642972865.599Z243303837.5752974226.853497354.093501750.1303497354.093Z253300666.7272973734.000495552.513501327.7960495552.513Z26483715.3152973608.911493906.918280.0493906.918Z27

36、482961.2472973081.305493744.45384.7493744.453Z28484119.3632972865.5992500.00084.72500.000Z29484785.224506191.913560.000150560.000Z30484191.299504387.5530199.860Z31484421.828501750.741181.9441070.589181.944Z321800.647183500661.82903050Z332000.000499179.551183.096600183.096Z341320.097497779.99994318.3

37、6284094318.362Z351128.972495552.51395803.353629.995803.35362擴展變量設置實際數值表(續表)名 稱上三線四標福寧線A14標福寧線A14-4福寧線A匝道福寧線A14-34Z36240.000493906.91897577.8749415.897577.87494Z37250.000493744.45398104.7952998104.795Z38200.0001200.0009550052.594000Z39200.0002800.00095940空94950Z40240.0002800.00096640284.5695500Z41250

38、.0004000.00097040686.59695940Z42200.0003000.00097900771.29696640Z43200.0002500.00098104.7951070.58997040Z4418766.03067560.00020.685397900Z4521790.803882276.48028.185398104.795Z4624165.055664063.185013.500Z4725596.110581073.185022.335Z4826989.8816480108.785第一邊坡坡度20.685Z4930594.634230113.290第二邊坡坡度28.1

39、85Z5022050.0000219.5第三邊坡坡度63.185Z5122299.500181.944203.26第四邊坡坡度73.185Z5222700.400276.480196.744第五邊坡坡度108.785Z5323110.9000193.953第六邊坡坡度113.290Z5423360.0000空第七邊坡坡度184.5Z5523699.96687089900第八邊坡坡度220.5Z5624549.96687097577.875第九邊坡坡度219.5Z5725249.96687097759.819第十邊坡坡度203.26Z5826249.96687183.09697944.79519

40、6.744Z5926599.9668784800.00098264.795193.953Z6027199.9668785983.528660空Z6127699.9668789437.69065089900Z6228049.9668790616.27064-597577.875Z6328199.9668791947.87136-597759.819Z6412.20093470.88887597944.795Z659.91095803.35362第一邊坡坡度98264.795Z6619.54297577.87494第二邊坡坡度0Z678.85898104.795第三邊坡坡度0Z6811.00089

41、260第四邊坡坡度-5Z698.45089960第五邊坡坡度-5Z7014.91090960第六邊坡坡度5Z719.45091670第七邊坡坡度第一邊坡坡度Z7214.95092320第八邊坡坡度第二邊坡坡度Z7310.05092750第九邊坡坡度第三邊坡坡度Z7413.05094000第十邊坡坡度第四邊坡坡度Z7511.000949502973473.834第五邊坡坡度Z7614.500955002973443.238第六邊坡坡度Z7713.600959402973689.991第七邊坡坡度擴展變量設置實際數值表(續表)名 稱上三線四標福寧線A14標福寧線A14-4福寧線A14-34Z781

42、49.500966402973503.137第八邊坡坡度Z79251.400970402974006.842第九邊坡坡度Z80159.10097900暫空第十邊坡坡度Z8190.00098104.795暫空2973473.834Z8290.60011.357暫空2973443.238Z83231.00018.1472973977.2062973689.991Z84106.40011.6472973762.8832973503.137Z8597.50021.0902973935.7262974006.842Z8695.00013.8102973692.340暫空Z87100.10017.2502

43、973348.2762973977.206Z8898.70013.5002973236.0622973762.883Z8996.00022.3352973229.0352973935.726Z90空20.6852973193.6802973692.340Z91028.185暫空2973348.276Z9223290.77263.185494959.9452973236.062Z9323425.77273.185494945.9082973229.035Z9424280.05687108.785494603.1732973193.680Z9524415.05687113.290495479.37

44、3暫空Z9624684.09287113.400495746.501494959.945Z9724819.09287198暫空494945.908Z9825661.11187196暫空494603.173Z9925769.11187211.2暫空495479.373Z10025796.11187132495773.104495746.501Z10126789.88287123495677.496暫空Z10226816.88287184.5495371.624495773.104Z10326924.88287220.5494520.294495677.496Z10427044.88287219.5493952.915495371.624Z10527141.54987203.26494625.730494520.29