Colour Coded Overlay Sample Clauses

Colour Coded Overlay. Here the height values, derived from the delivered DTMs, are displayed as colour overlay over the ortho-rectified image. For the UoS relief the CTX ORI delivered by UoS was used. The CTX ORI delivered by UCL was used as a base map for the UCL relief. Figure 4-12 shows the produced overlays. On the left hand side the colour coded UCL DTM heights are displayed over the UCL CTX ORI that was delivered. Here, a good agreement between the colour coded heights and the visible surface in the UCL CTX ORI is present. The areas that have been identified as areas containing increased noise are likewise visible and can be clearly linked with regions of little to no texture in the CTX image. The coloured height information displays depressions in the visible craters, however, some well- defined craters with sharp rims, as judged from the ORI, appear to be little distinguishable from the height information. Little change of colour is visible inside the mid-sized craters – including Victoria crater – which would be expected. The right hand display of Figure 4-12 shows the colour coded heights of the UoS DTM over the CTX ORI delivered by UCL. The already seen linear pattern due to jitter across the scene is also well observed in the colour coded heights. Similar, the areas with increased noise can be made out by the irregular and random colouring in the northern parts of the scene and in the south- west of the Endeavour crater. Craters appear to be better represented in comparison to the UCL colour coded overlay. This might, however, be a matter of representation – the colour bar for the UoS display stretches over a smaller height range than the colour bar for the UCL DTM. In Figure 4-13 we can observe the HiRISe DTM with features showing the remnants of previous fluvial action just visible. The features in Victoria crater are well observed.
View SourceView Similar (2)
Colour Coded Overlay. Here the height values derived from the delivered DTMs are displayed as overlays over the ortho- rectified image. For the UoS relief the CTX ORI delivered by UoS was used. The CTX ORI delivered by UCL was used as a base map for the UCL relief. Figure 4-20 shows the resulting overlays. On the left hand side the colour coded UCL DTM heights are displayed over the UCL CTX ORI that was delivered. Good agreement between the colour codes and the visible topography is presented. For example the gradient of the colours follows the larger surface features in the ORI well. Large slopes and valleys that can be identified in the ORI and from the height information are at the correct location. The colour coding is, however, not sensitive enough to arrive at assessments that are close to the grid resolution of the DTM. The right hand display of Figure 4-20 shows the colour coded heights of the UoS DTM over the CTX ORI delivered by UCL. The UoS height information also correlates very well with the observable surface of the ORI. There is little difference when comparing the colour coded height information of the UCL and the UoS data. In some areas of the scene – e.g. in the northern parts – the colours appear to differ slightly between UCL and UoS but this is minimal and a clear difference cannot be made out. An example of a colour-coded display of the HiRISE DTM and ORI is shown in Figure 4-21.
View Source

Related to Colour Coded Overlay

  • PREVAILING WAGE RATES - PUBLIC WORKS AND BUILDING SERVICES CONTRACTS If any portion of work being Bid is subject to the prevailing wage rate provisions of the Labor Law, the following shall apply:

  • Layout a. Estimate and quantity sheet (1) List of all bid items (2) Bid item quantities (3) Specification item number (4) Paid item description and unit of measure b. Basis of estimate sheet (list of materials) c. General notes and specification data. d. Condition diagram (1) Highway and intersection design features (2) Roadside development (3) Traffic control including illumination e. Plan sheet(s) (1) Existing traffic control that will remain (signs and markings) (2) Existing utilities (3) Proposed highway improvements (4) Proposed installation (5) Proposed additional traffic controls (6) Proposed illumination attached to signal poles. (7) Proposed power pole source f. Notes for plan layout g. Phase sequence diagram(s) (1) Signal locations (2) Signal indications (3) Phase diagram (4) Signal sequence table (5) Flashing operation (normal and emergency) (6) Preemption operation (when applicable) (7) Contact responsible Agency to obtain interval timing, cycle length and offset h. Construction detail sheets(s) (1) Poles (State standard sheets) (2) Detectors (3) Pull Box and conduit layout (4) Controller Foundation standard sheet (5) Electrical chart i. Marking details (when applicable)

  • Trunk Group Architecture and Traffic Routing 5.2.1 The Parties shall jointly establish Access Toll Connecting Trunks between CLEC and CBT by which they will jointly provide Tandem-transported Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic from and to CLEC's Customers. 5.2.2 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access and non-translated Toll Free traffic (e.g., 800/888) to allow CLEC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier that is connected to the CBT access Tandem. 5.2.3 The Access Toll Connecting Trunks shall be one-way or two-way trunks, as mutually agreed, connecting an End Office Switch that CLEC utilizes to provide Telephone Exchange Service and Switched Exchange Access Service in the given LATA to an access Tandem Switch CBT utilizes to provide Exchange Access in the LATA.

  • Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.

  • Contract Database Metadata Elements Title: Sayville Union Free School District and Sayville Union Free School Custodial and Maintenance Employees Unit, United Public Service Employees Union (UPSEU), Local 424 (2011) Employer Name: Sayville Union Free School District Union: Sayville Union Free School Custodial and Maintenance Employees Unit, United Public Service Employees Union (UPSEU) Local: 424 Effective Date: 07/01/2011 Expiration Date: 06/30/2015 PERB ID Number: 6131 Unit Size: 55 Number of Pages: 24 For additional research information and assistance, please visit the Research page of the Catherwood website - ▇▇▇▇://▇▇▇.▇▇▇.▇▇▇▇▇▇▇.▇▇▇/library/research/ For additional information on the ILR School - ▇▇▇▇://▇▇▇.▇▇▇.▇▇▇▇▇▇▇.▇▇▇/ 55 People TABLE OF CONTENTS ARTICLE Page XXII ANNUAL LEAVE DAYS 14 XXV BREAKS 18 XXVI CIVIL SERVICE LAW ARTICLE SECTION 75 18 XXVIII DURATION 19 XIV EMERGENCY WORK 11 XXI FOUL WEATHER CLOTHING 14 XI GRIEVANCE PROCEDURE 9 XVI HIGHER JOB CLASSIFICATION 12 XVIII HOLIDAYS 13 XV HOLIDAY AND WEEKEND BUILDING CHECKS 12 V INSURANCE 4 X LAYOFF, DISPLACEMENT AND RECALL ORDER 8 VII MANAGEMENT RIGHTS 7 XXVII MISCELLANEOUS 19 XVII NOTICES OF PROMOTIONS 13 XIII OVERTIME 10 II PAYROLL DEDUCTIONS 1 III PERSONNEL FILES 2 XXIV PHYSICAL EXAMINATIONS 18 XXIII RETIREMENT 16 IX STRIKES AND LOCKOUTS 7 XIX VACATIONS 13 XX VISITATION 14 IV WAGES 3 VI WORKERS' COMPENSATION 6 XII WORKWEEK 10 VIII WRITTEN BOARD POLICY 8 APPENDIX A 20 4/20/2016 AGREEMENT made and entered into this day of November 2013 between the SAYVILLE UNION FREE SCHOOL DISTRICT (hereinafter referred to as the “District”) and United Public Service Employees Union, ▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇, ▇▇▇▇▇▇▇▇▇▇, N.Y. 11779 (hereinafter referred to as the “Union”).