3D Analyst - Watershed from SRTM

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Hartanto Sanjaya

Creating Watershed From SRTM DEMs by Muhammad Arief Arianto

Business Technologie

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Creating Dem using 3DEM ,[object Object],[object Object],[object Object]

[object Object],[object Object],[object Object],Use the conditional statement : “ con([Palu.tif] < 0, 0, [Palu.tif]) ” This is a Visual Basic- like command and is interpreted as if the raster value of Pamong.tif is less than zero then replace the raster value with zero otherwise replace it with the original value.

Remove Error Sink in the DEM ,[object Object],[object Object]

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For a new better version of this tutorial see my Google Slides with embedded videos. https://docs.google.com/presentation/d/1MftEOT3uvYpCVwUaLMhsesm5Que-Kr7GQRV4pKZ2SNQ/edit?usp=sharing This is a 2019 tutorial on how to do watershed delineation using ArcMap 10. It is an open education resource. Please let me know if you find it useful or see something that could be improved. Feel free to use it for teaching Geographic Information Science.

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For a new better version of this tutorial see my Google Slides with embedded videos. https://docs.google.com/presentation/d/1MftEOT3uvYpCVwUaLMhsesm5Que-Kr7GQRV4pKZ2SNQ/edit?usp=sharing This is a 2016 tutorial on how to do watershed delineation using ArcMap 10. It is an open education resource. Please let me know if you find it useful or see something that could be improved. Feel free to use it for teaching Geographic Information Science.

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References: 1. HCS 2010 online manuals. 2. Data: Data provided for Lab 6 3. Software: HCS 2010 Objectives: The objective of this exercise is to become familiar with operational-level signal timing software. The software you will use is the implementation of the Highway Capacity Manual 2010. General notes regarding this lab: · The intersection you will be using for analysis is Lake Mary Rd. and High Country Trail. Take a look at this intersection on Google Maps. Draw a rough sketch of the intersection, showing lane usage. Be sure to include a North Arrow, as well as movements (with numbers….use movement 2 for Northbound through). (2) · Operational data for this intersection is provided in the file ‘Lab6data.xlsx’ open this file. · The timing data given is for pretimed 2-phase operation. What is the cycle length given? (1) Background: The HCS2010 software does not exactly duplicate the HCM 2010 methods but it is reasonably close. One difference is in the optimization algorithms, which are specific to the software and are not specified in the HCM 2010. The software will not design your timing plan for you (It can, but we will not be using that option). It is used as a calculation tool to help you determine which combination of green interval lengths and cycle length provide the best LOS (or lowest delay) with safe operation. A proper phase plan is a critical aspect of signal timing design. Once the phase plan has been developed, most of the signal timing can be systematically treated in a deterministic fashion. There are several important considerations you need to keep in mind when establishing a phase plan for your intersection: 1. Safety: Phasing can be used to minimize accident risks by separating the competing movement. A traffic signal always eliminates the basic through crossing conflicts present at the intersections. 2. Lost time per cycle: In addition, left-turn protection can also be used to eliminate the conflicts between left-turning movements and the opposing through movement. However, additional phasing can also lead to more lost time per cycle and therefore additional delay. 3. Sat flow rates for LTs: While increasing the number of phases also increases the total lost time in the cycle, a benefit is that this also increases the affected left-turn saturation flow rates. This in turn can lead to less delay. Lab Steps: 1. Open the HCS2010 software on a PC in Rm. 114 or 113. Open the traffic signals module. 2. When you start a new traffic signal file, a dialog box will appear asking you to verify settings of the intersection. The only setting you need to adjust is that of the forward direction, which is used for arterial analysis. Even though we will only be working with one intersection, you should still choose NB for this. All other settings can be left at their default. 3. You will be entering data in the following sections: a. Primary Input Data (All Sections), shown in Figure 1 b. Detailed I ...

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