工程测量实习报告圆曲缓和曲线放样线Word下载.docx
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usingSystem.ComponentModel;
usingSystem.Data;
usingSystem.Drawing;
usingSystem.Linq;
usingSystem.Text;
usingSystem.Windows.Forms;
namespace工程测量1
{
publicpartialclassForm1:
Form
{
publicForm1()
InitializeComponent();
}
privatevoidbutton1_Click(objectsender,EventArgse)
constdoubleR=500;
doublel1=70;
doublel;
doubles;
doublet;
floatx1;
floaty1;
try
intn=0;
n=int.Parse(this.textBox1.Text.Trim());
l=Convert.ToDouble(this.textBox1.Text);
s=l-((l*l*l*l*l)/(40*R*R*l1*l1))+((l*l*l*l*l*l*l*l*l)/(3456*(R*R*R*R)*(l1*l1*l1*l1)));
t=(l*l*l)/(6*R*l1)-((l*l*l*l*l*l*l)/(336*R*R*R*l1*l1*l1));
x1=(float)Math.Round(s,5);
y1=(float)Math.Round(t,5);
this.textBox2.Text=Convert.ToString(x1);
this.textBox3.Text=Convert.ToString(y1);
catch
MessageBox.Show("
输入错误"
);
privatevoidbutton2_Click(objectsender,EventArgse)
doublem=34.99428;
doublep=0.583333;
doubleb;
doublec;
floatx2;
floaty2;
inta=0;
a=int.Parse(this.textBox4.Text.Trim());
l=Convert.ToDouble(this.textBox4.Text);
b=l-0.5*l1-(((l-0.5*l1)*(l-0.5*l1)*(l-0.5*l1))/(6*R*R))+m;
c=((l-0.5*l1)*(l-0.5*l1))/(2*R)-((l-0.5*l1)*(l-0.5*l1)*(l-0.5*l1)*(l-0.5*l1))/(24*R*R*R)+p;
x2=(float)Math.Round(b,5);
y2=(float)Math.Round(c,5);
this.textBox5.Text=Convert.ToString(x2);
this.textBox6.Text=Convert.ToString(y2);
privatevoidbutton3_Click(objectsender,EventArgse)
doublel2=100;
doubles2;
doublet2;
doubles3;
doublet3;
floatx3;
floaty3;
floatx5;
floaty5;
doublexh=385.47347;
doubleyh=.27869;
doublecosa=0.78387;
doublesina=0.62092;
intn2=0;
n2=int.Parse(this.textBox7.Text.Trim());
l=Convert.ToDouble(this.textBox7.Text);
s2=l-((l*l*l*l*l)/(40*R*R*l2*l2))+((l*l*l*l*l*l*l*l*l)/(3456*(R*R*R*R)*(l2*l2*l2*l2)));
t2=(l*l*l)/(6*R*l2)-((l*l*l*l*l*l*l)/(336*R*R*R*l2*l2*l2));
x3=(float)Math.Round(s2,5);
y3=(float)Math.Round(t2,5);
s3=xh-x3*cosa-y3*sina;
t3=yh-x3*sina+y3*cosa;
x5=(float)Math.Round(s3,5);
y5=(float)Math.Round(t3,5);
this.textBox8.Text=Convert.ToString(x5);
this.textBox9.Text=Convert.ToString(y5);
privatevoidbutton4_Click(objectsender,EventArgse)
doublexz=6168.640354;
doubleyz=5114.780;
doublex6;
doubley6;
doublea1;
doublea2;
doublet4;
doubles4;
doublet5;
doubles5;
x6=double.Parse(this.textBox10.Text.Trim());
y6=double.Parse(this.textBox11.Text.Trim());
a1=double.Parse(this.textBox13.Text.Trim());
a2=double.Parse(this.textBox12.Text.Trim());
t4=xz+x6*a1-y6*a2;
s4=yz+x6*a2+y6*a1;
t5=(double)Math.Round(t4,5);
s5=(double)Math.Round(s4,5);
this.textBox14.Text=Convert.ToString(t5);
this.textBox15.Text=Convert.ToString(s5);
}
步骤二、对编写完成的程序进行运行调整,计算出每一个待放样点的坐标。
综合平面曲线中、边桩要素及坐标点计算表
交点坐标X(N)
6354.618
名称
里程桩号(K)
中桩坐标X
中桩坐标Y
切线方位角F(°
′″)
交点坐标Y(Y)
5211.539
直缓ZH
10+308.884
6257.798
5025.443
62°
30′48.00″
交点桩号JD(K)
10+518.660
缓圆HY
10+378.884
6288.641
5088.264
66°
31′26.54″
曲线半径R(m)
500.000
曲中QZ
10+503.790
6323.648
5207.827
80°
50′14.03″
缓和曲线Ls1(m)
70.000
圆缓YH
10+628.696
6328.009
5332.332
95°
09′01.52″
缓和曲线Ls2(m)
100.000
缓直HZ
10+728.696
6312.423
5431.065
100°
52′48.00″
曲线转角a(d.ms)
38.2300
计算方位角F(d.ms)
62.3048
曲线长L
419.812
切线长T1
209.776
外矢距E
30.
切线长T2
223.544
计算桩号(K)
左边桩坐标X
左边桩坐标Y
右边桩坐标X
右边桩坐标Y
6266.669
5020.827
6248.926
5030.
6297.813
5084.281
6279.469
5092.248
6333.520
5206.234
6313.775
5209.419
6337.968
5333.230
6318.049
5331.434
6322.244
5432.950
6302.603
5429.
放样点
10+310.000
6258.313
5026.433
6267.184
5021.818
6249.441
5031.
30′51.67″
10+320.000
6262.922
5035.307
6271.802
5030.707
6254.043
5039.907
36′52.11″
10+330.000
6267.504
5044.196
6276.404
5039.637
6258.603
5048.755
52′41.87″
10+340.000
6272.
5053.112
6280.966
5048.620
6263.
5057.604
63°
18′20.96″
10+350.000
6276.480
5062.068
6285.460
5057.668
6267.500
5066.468
53′49.38″
10+360.000
6280.822
5071.076
6289.860
5066.795
6271.785
5075.357
64°
39′07.13″
10+370.000
6285.033
5080.146
6294.
5076.
6275.928
5084.282
65°
34′14.20″
10+380.000
6289.
5089.288
6298.266
5085.325
6279.903
5093.252
39′06.93″
9
10+390.000
6292.956
5098.509
6302.214
5094.730
6283.697
5102.287
67°
47′52.23″
10
10+400.000
6296.642
5107.804
6305.974
5104.211
6287.309
5111.397
68°
56′37.53″
11
10+410.000
6300.141
5117.172
6309.543
5113.766
6290.739
5120.577
70°
05′22.82″
12
10+420.000
6303.452
5126.608
6312.921
5123.391
6293.984
5129.824
71°
14′08.12″
13
10+430.000
6306.574
5136.108
6316.105
5133.
6297.043
5139.134
72°
22′53.41″
14
10+440.000
6309.505
5145.668
6319.095
5142.833
6299.916
5148.504
73°
31′38.71″
15
10+450.000
6312.245
5155.285
6321.889
5152.642
6302.600
5157.929
74°
40′24.01″
16
10+460.000
6314.791
5164.956
6324.487
5162.506
6305.096
5167.405
75°
49′09.30″
17
10+470.000
6317.144
5174.675
6326.886
5172.419
6307.402
5176.930
76°
57′54.60″
18
10+480.000
6319.302
5184.439
6329.
5182.379
6309.516
5186.499
78°
06′39.90″
19
10+490.000
6321.264
5194.244
6331.
5192.380
6311.439
5196.108
79°
15′25.19″
20
10+500.000
6323.030
5204.
6332.890
5202.420
6313.170
5205.754
24′10.49″
21
10+510.000
6324.598
5213.963
6334.490
5212.494
6314.707
5215.433
81°
32′55.78″
22
10+520.000
6325.969
5223.869
6335.888
5222.597
6316.050
5225.140
82°
41′41.08″
23
10+530.000
6327.141
5233.800
6337.
5232.727
6317.199
5234.872
83°
50′26.38″
24
10+540.000
6328.115
5243.752
6338.076
5242.878
6318.153
5244.626
84°
59′11.67″
25
10+550.000
6328.889
5253.722
6338.866
5253.047
6318.912
5254.396
86°
07′56.97″
26
10+560.000
6329.464
5263.705
6339.452
5263.230
6319.475
5264.
87°
16′42.26″
27
10+570.000
6329.838
5273.698
6339.835
5273.423
6319.842
5273.973
88°
25′27.56″
28
10+580.000
6330.013
5283.696
6340.013
5283.621
6320.014
5283.771
89°
34′12.86″
29
10+590.000
6329.988
5293.696
6339.988
5293.821
6319.989
5293.571
90°
42′58.15″
30
10+600.000
6329.764
5303.693
6339.758
5304.018
6319.769
5303.368
91°
51′43.45″
31
10+610.000
6329.339
5313.684
6339.325
5314.209
6319.352
5313.159
93°
00′28.74″
32
10+620.000
6328.714
5323.664
6338.688
5324.389
6318.740
5322.940
94°
09′14.04″
33
10+630.000
6327.890
5333.630
6337.847
5334.554
6317.933
5332.707
17′55.83″
34
10+640.000
6326.872
5343.578
6336.810
5344.688
6316.933
5342.468
96°
22′21.08″
35
10+650.000
6325.677
5353.506
6335.595
5354.782
6315.759
5352.230
97°
19′53.80″
36
10+660.000
6324.326
5363.415
6334.224
5364.837
6314.428
5361.992
98°
10′33.99″
37
10+670.000
6322.839
5373.303
6332.719
5374.851
6312.960
5371.755
54′21.65″
38
10+680.000
6321.237
5383.174
5384.828
6311.374
5381.520
99°
31′16.78″
39
10+690.000
6319.538
5393.
6329.385
5394.769
6309.690
5391.288
01′19.38″
40
10+700.000
6317.763
5402.870
6327.598
5404.676
6307.927
5401.
24′29.46″
41
10+710.000
6315.931
5412.701
6325.758
5414.554
6306.104
5410.847
40′47.00″
42
10+720.000
6314.
5422.524
6323.884
5424.405
6304.241
5420.644
50′12.01″
步骤三、现场放样
在案例数据全部计算完成后,我小组在6月26日于北校区篮球场进行了实习的放样实习。
8、实习心得
本次实习为综合平面曲线中、边桩计算与测设,在本次实习中,我们首先计算出相应点位坐标,输入仪器,然后再实地放样。
由于所需场地应视野开阔,我们选择在了北校篮球场,根据放样围,我们确定一点为站点,选取一方向为后视方向,然后一步一步找点,一开始找点很麻烦,但掌握好方法后,后面的过程就变得简单了,在组员都熟悉放样流程后,我们顺利的完成了本次实习容。