测量学课后练习进步题规范标准答案

!-第一章绪论!-）测量平面直角坐标系b）数学平面直角坐标系S3SS2

S或3R2S2PR2S2h2R!-第二章水准测量AAh0.304mH19.712mB点比A点低BOHBA!-h61.81957.9673.852mABh4.3632.4133.1211.2632.716-3.7153.919mABf3.9193.8520.067mhfh1273456868mmH1HAh1v157.9674.3630.06733762.316mH2H1h2v20.06762.3162.4133m33H3H2h3v30.06764.7233.121461.594m33H4H3h4v40.06761.5941.263562.847m33H5H4h5v50.06762.8472.7166m33H6H5h6v60.06765.5513.715861.820m33fhh1.224-1.4241.781-1.7140.108-0.025mmff121088111284mmf,hhh0.02549HHhv44.3301.224110111045.559mH2H1h2v20.02545.5591.424844.139m49H3H2h3v30.02544.1391.781845.924m49H4H3h4v40.02545.9241.7141144.216m49H10H4h5v50.02544.2160.1081244.330m49Aa1bBBb12a2!-h1.3211.1170.204mab1.6950.229mhabhhabab1.670ma2!-第三章角度测量J26J262水平角观测记录(测回法)测站盘位目标读数半测回角值平均角值备注O左右ABAB0020012018241800206300180612016241201600120161224″<40″90oL!-或或x!-第四章距离测量和直线定向AA由AD232.355232.3400.015mAB232.355232.340/2232.348DmAB1D0.0151KD232.34815400ABD145.682145.6900.008mCD145.682145.690/2145.686DmCD1D0.0081KD145.68618200CDAAmAAmAAA64o2064oAA64o(21)64o44m!-!-DNccK22mmm22222D22cnmm2mffcnDkD!-第五章全站仪测量0.2904PDD278.9661TDPT。!-第六章测量误差的基本理论z和ymm。1212xyzzzzx2y2xy3xy12mz9m2xm2y10mαDm。hmh(tan)2m(Dsec2)2m22D20)20.132(250sec220)2(0.094m)2856°32′14″，56°32′19″，56°32′23″，56°32′21″，56°32′18″，试求该角lx56o3218.25nvxlv5.25,v12v1.25,v56vvmn12.75,v34.75,v73.515,mx9m!-x1.2531.2501.2481.2521.2491.2471.2501.2491.25191.250mvvvv,0,0.002,0.002,1234vvvvm,0,,0.0016789vvm1.90n1mmv5,mmmm0.6346xnmm,n9xnn!-第七章控制测量AxxAABBY196.450721.324524.874,X239.460437.620198.16ABABYX0ABAB524.874180arctan180691859.62491859.6198.16ABD561.035mAB!-f87o5112150o2012125o064287o291289422)180o87o51121287o51001150o201212150o20002125o064212125o0630387o29121287o2900489421289305126o450012180o126o4500180o150o2000156o250023122180o156o2500180o125o0630183034233180o1830180o87o2900303o493045344180o303o4930180o893034o360051455180o34o3600180o87o5100126o450012511XYsin86.223DDcos121212121212XcosYsin28.982DD232323232323XcosYsin93.494DD343434343434XDcosYsin149.018D454545454545Xcos184.794,Ysin127.481DD515151515151f64.38666.390153.72199.853184.7940.15xf86.22328.98293.494149.018127.4810.174yff2f20.1520.17420.230xy1f0.23011KD763.8533002000XX1212f0.15D64.386107.6164.407xD763.8512YY1212f0.174D86.223107.6186.198yD763.8512XYXY23233434XYXY45455151XXX50064.407435.5932112YYY50086.198586.1982112X369.189,YX215.433,Y3344XYXY499.9995511!-f4180o54ABCD120o3014,2121544,14510,1701901BC12180o104o29461ABB721402,107o49,116o4448122CCDXD297.26cos104o294674.408,Y287.797,cos1111X57.307,YX27.407,Y12122C2Cf74.40857.30727.407200.00)0.122,f0.122mxyfD297.26187.8193.40578.471f11KD33002000XXB11f0.122xD74.408297.26,YD578.4711B287.860,X57.267,Y,X27.427,Y89.308m121222CCXXX200.0074.471125.529,Y111BBX182.796,Y,X155.369,Y,222CH!-Dkncos2100(0.9020.766)cos2(98o324890o)13.30m1HHknsinil21400.12100(0.9020.766)sin2(98o324890o)1.5320.8302402.82m!-第九章大比例尺地形图的应用1AA出和AxyAAx0y0mAoAAA2中A点图1图上求点的坐标及两点的距离和方位AAHHAmmAmnh图2图上求点的高程BDAB(XXBA)2YBYA)2BABYYtan1BAXXABB两点直线的坡度为iHHBDA!-第十章施工测量的基本工作1B为现场已定点，欲定出ABbaP1B图1正倒镜分中法P2P2P′，取各测回平均角值为β′，则角度修正值=βPPPAP将PPQ!-A1ABB的BBAAB：b(Ha)HAB靠BbHBHBA图1一般高程放样HHHABHBB2bbHHaa2112ABb2HB图2深基坑的高程放样3b倒H(Ha)BAb2HB图3高墩台的高程放样!-第十一章道路中线测量Diiii,i1i,i1yxi1yi1xiyiAi,i10,y0,则A90i,i1i,i1i,i1如果x0,y0,则A270i,i1i,i1i,i1yxi,i1i,i1如果x0,y0,Ai,i1i,i1i,i1如果x0,y0,则A360i,i1i,i1i,i1如果x0,y0,A180i,i1i,i1i,i1如果x0,y0,则A180i,i1i,i1i,i1（3）计算偏角iiAi,i1Ai1,i0时为右偏；当0当ii4242ooo0654ooo!-1812o40004000o2906o2l0l0连l0l017o30

TRtan500tan76.957m

22

LR50017o30152.716m

18018017o30

ER(sec500(sec5.888m

22DTL1.198mZYJDTK4223.22YZZYLK4375.94QZZYL2K4299.58DJDQZK4300.182表桩号各桩至ZY或YZ的曲线长度（li）圆心角（）ixi（m）yi（m）ZYK4+223.2200°00′00″00+24016.781°55′22″16.780.28+26036.784°12′53″36.751.35+28056.786°30′23″56.663.22QZK4+299.58+30075.948°42′08″75.655.76+32055.946°24′37″55.823.13+34035.944°07′06″35.911.29+36015.941°49′36″15.940.25YZK4+375.9400°00′00″00!-2418TRtan400tan86.12(m)22

L4002418169.65(m)

1801802418ER119.16(m)22DTL286.12169.652.59(m)桩号各桩至ZY或YZ的曲线长偏角值偏角读数相邻桩间弧长相邻桩间弦长度li（m）°′″°′″（m）（m）ZYK10+024.760000000000000+04015.24105291052915.2415.24+06035.2423126231262020+08055.2435723357232020+10075.2452319523192020QZK10+109.585+12074.415194535440152020+14054.413534935606112020+16034.412275235732082020+18014.4110155358580514.4114.41!-YZK10+194.41000000000000012R2R23218R387.62tan222m23012122T3右ls2602lp0.5s24R24300ls6060l33q29.99s2240R2240300220180180l5o46s2R2!-x0ls3603ls6059.9440R4030022y0l6022s2.006R6300TH3716(Rp)tanqtan29.99m22LHR20)180l3001625o46)s180260mLYR20)1803001625o46)180mEH3716(Rp)secRsec30017.12m22DHTHLH2131.31255.137.49mZHJDTK21476.21131.31K21344.90HHYZHlK21344.9060K21404.90sYHHYLK21404.90135.13K21540.03YHZYHlK21540.0360K21600.03sLQZHZHK21600.03255.13/2K21472.4652DJDQZHK21472.4657.49/2K21476.212各桩至ZH（HY）或HZ桩号的曲线长度l（m）i圆心角值°′″x（m）y（m）ZHK21+344.90000K21+36015.1015.100.032K21+38035.1035.0960.400K21+40055.1055.0611.549HYK21+404.906059.942.00K21+42015.108364874.9203.884K21+44035.1012255994.5807.536K21+46055.10161510113.95312.489QZK21+472.465!-K21+48060.03171140118.67413.908K21+50040.0313222999.3858.636K21+52020.039331879.7884.662K21+5400.035440759.9692.002YHK21+540.036059.942.00K21+56040.0340.0220.594K21+58020.0320.0300.074K21+6000.030.030HZK21+600.03000桩号x（m）y（m）δCZHK21+344.900000K21+36015.100.0320071715.10K21+38035.0960.4000391135.10K21+40055.0611.5491364155.083HYK21+404.9059.942.001544059.97K21+42074.9203.8842580475.02K21+44094.5807.5364332094.88K21+460113.95312.48961516114.63QZK21+472.465K21+480118.67413.90864103119.49K21+50099.3858.6364575899.76K21+52079.7884.6623203879.92K21+54059.9692