Muutke küpsiste eelistusi

E-raamat: Survey Control Points: Compatibility and Verification

  • Formaat: PDF+DRM
  • Sari: SpringerBriefs in Geography
  • Ilmumisaeg: 29-Dec-2015
  • Kirjastus: Springer International Publishing AG
  • Keel: eng
  • ISBN-13: 9783319284576
  • Formaat - PDF+DRM
  • Hind: 55,56 €*
  • * hind on lõplik, st. muud allahindlused enam ei rakendu
  • Lisa ostukorvi
  • Lisa soovinimekirja
  • See e-raamat on mõeldud ainult isiklikuks kasutamiseks. E-raamatuid ei saa tagastada.
  • Formaat: PDF+DRM
  • Sari: SpringerBriefs in Geography
  • Ilmumisaeg: 29-Dec-2015
  • Kirjastus: Springer International Publishing AG
  • Keel: eng
  • ISBN-13: 9783319284576

DRM piirangud

  • Kopeerimine (copy/paste):

    ei ole lubatud

  • Printimine:

    ei ole lubatud

  • Kasutamine:

    Digitaalõiguste kaitse (DRM)
    Kirjastus on väljastanud selle e-raamatu krüpteeritud kujul, mis tähendab, et selle lugemiseks peate installeerima spetsiaalse tarkvara. Samuti peate looma endale  Adobe ID Rohkem infot siin. E-raamatut saab lugeda 1 kasutaja ning alla laadida kuni 6'de seadmesse (kõik autoriseeritud sama Adobe ID-ga).

    Vajalik tarkvara
    Mobiilsetes seadmetes (telefon või tahvelarvuti) lugemiseks peate installeerima selle tasuta rakenduse: PocketBook Reader (iOS / Android)

    PC või Mac seadmes lugemiseks peate installima Adobe Digital Editionsi (Seeon tasuta rakendus spetsiaalselt e-raamatute lugemiseks. Seda ei tohi segamini ajada Adober Reader'iga, mis tõenäoliselt on juba teie arvutisse installeeritud )

    Seda e-raamatut ei saa lugeda Amazon Kindle's. 

This work deals with the issue of geodetic network structures, i.e. methods of verifying the condition of existing geodetic controls in terms of their compatibility and thereby their applicability.  The presented work addresses these problems only for geodetic controls on a local scale. This is a common surveying issue in a number of countries, especially where there are concerns about the quality of the structure and homogeneity of national spatial and triangulation networks. There is a need for verification, not only for the use of terrestrial methods of determination of points but also for other surveying technology, since all technology operates with a certain threshold accuracy and using physical marks located on an unstable earth surface as survey control points. Issues of the compatibility of points whose coordinates are defined as functions of time by specific equations with respect to basal positions of points at certain epochs (points in systems ITRS, ETRS and others) are not considered.

1 Introduction
1(2)
2 The Compatibility of Geodetic Control
3(2)
3 The Compatibility of 2D (Planimetric) Points
5(20)
3.1 Characteristics of Planimetric Points in Terms of Compatibility
5(1)
3.2 The Emergence of Incompatibility of Points and Its Impact on the Creation of Geodetic Controls
6(3)
3.3 The Need for Verification of Compatibility of Survey Control Points
9(1)
3.4 Indicators of Planimetric Compatibility of Points
10(12)
3.4.1 In General
10(2)
3.4.2 Types of Indicators
12(1)
3.4.3 The Internal Structure of Indicators
13(3)
3.4.4 Characteristics of Indicators
16(2)
3.4.5 Relations Between DL and DC Indicators
18(4)
3.5 Pre-information to Verify Planimetric Compatibility
22(3)
4 The Compatibility of ID (Height) Points
25(4)
4.1 Characteristics of Height Points in Terms of Compatibility
25(1)
4.2 The Emergence of Incompatibility and Its Effect on Height Determination
26(1)
4.3 Indicators of Height Incompatibility and Their Characteristics
26(1)
4.4 Pre-information to Verify the Height Compatibility
27(2)
5 The Compatibility of 3D Spatial Points
29(8)
5.1 Characteristics of Spatial Points in Terms of Compatibility
29(2)
5.2 The Emergence of Incompatibility of Points and Its Effect on the Establishment of Spatial Networks
31(2)
5.3 Indicators of Spatial Compatibility of Points and Their Characteristics
33(4)
5.3.1 In General
33(1)
5.3.2 Types of Indicators
34(3)
6 The Verification of Compatibility of Planimetric Points
37(52)
6.1 In General
37(1)
6.2 The Compatibility Verification with dC Indicators
37(42)
6.2.1 Strategies of Compatibility Verification
38(4)
6.2.2 Methods of Compatibility Verification
42(37)
6.3 The Compatibility Verification with dL Indicators
79(10)
6.3.1 In General
79(2)
6.3.2 The Verification of Compatibility of Points of Changes in Lengths
81(3)
6.3.3 The Verification of Compatibility of Points in Network Structure
84(5)
7 The Verification of Compatibility of Height Points
89(18)
7.1 In General
89(1)
7.2 Strategies of Verification of Altimetric Compatibility
90(1)
7.2.1 The Verification with Full Pre-information
90(1)
7.2.2 The Verification with Incomplete Pre-information
90(1)
7.3 Methods of Verification of Altimetric Compatibility
91(16)
7.3.1 Method of Height Congruency (Full Pre-information)
91(9)
7.3.2 Lenzmann--Heck's Method (Incomplete Pre-information)
100(7)
8 The Verification of Compatibility of Spatial Points
107(8)
8.1 In General
107(1)
8.2 The Verification of Spatial Compatibility by DC Indicators
107(1)
8.3 The Verification of Spatial Compatibility with Pre-information
108(7)
8.3.1 Fisher's Compatibility Test of Two Files with Different Accuracy
109(1)
8.3.2 Global Test of Compatibility of Spatial Network
110(2)
8.3.3 Local Test of Compatibility of Spatial Network
112(1)
8.3.4 Test by Confidence Ellipsoid
113(1)
8.3.5 Graphical Representation of Results
114(1)
References 115