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![]() ![]() The game is added by olya and is played 22K times. If the game is still not working you can notify us by using the link report broken game so we can try to fix it. Reload the page and wait for the game to load. If this does not work, click on the icon or in the upper left part of the address field of your browser. After you have everything installed click "Enable Adobe Flash Player" and choose "Allow". ![]() Detailed instructions how to install a working Flash Player here: How to play flash games in 2021. Since january 2021 the Flash Player is no longer officially supported. If the game Cactus McCoy 2 is not working make sure that you have a functioning older version of Adobe Flash Player (v32.00.344) and one of the browsers Firefox, Chrome, Opera or Edge. Register now for free or log in so you can add the game Cactus McCoy 2 in Favourite games using the button "Make favourite", so you can find it easier in your private page with Favourite games. If you like this game you can rate it with rating from one to five using the stars in the description. She turns out to be Ella Windstorm and together they go in search of the treasure. Cactus McCoy and the unknown treasure hunter take flight. You can play the game Cactus McCoy 2 in fullscreen mode by using the fullscreen button located on the top right side of the game screen. Cactus McCoy 2 Just when Cactus McCoy had found the golden cactus, he noticed that hes not the only one searching for the treasure Right at the moment when the battle for the golden cactus starts, a devastating spike ball approaches. Play online Cactus McCoy 2 in - web site for games online.Ĭactus McCoy 2 is a game online in category Arcade. ![]() ![]() ![]() NEC PC-VY21MED5HJW6, IBM 26721LG, SAMSUN R710, NEC PC-LS350ES1KR, Fujitsu FMVLRD50P, Packard Bell IMedia D9235, NEC PC-LS350ES1KR, Toshiba Satellite C50-A491, Dell Vostro 1540, MSI GE620, WIPRO WIV37555-1436, IBM System x3200 M3 -[732842G, HP P7-1106, HP HP ENVY17 NOTEBOOK, WIPRO WSG37455V-0397,, and more.įujitsu AMILO PRO V3515, NEC PC-VJ22ERNCHTLB, Hora Hora4000, Gateway GM5688E, NEC PC-LL750GD1K, Toshiba Satellite A200-12X, LG R560-CR20K, HP HP Pavilion DV6, Samsung SQ45S70S, VIA KM400/A-823x, Hora Hora4000, Sony VGN-SZ13GP_B, Medion P8613, Toshiba Dynabook Qosmio D710/T5BB, PCWARE IPMQ45, Sony VGN-NW24MG, Lenovo ThinkCentre A61,, and more. HP HP Compaq dc7900 Convertible Microtowe, HP RP847AA-ABZ, HP RR820AA-UUZ m7770.ch, HP Pavilion dv5000, AMD & ATI P030A, HP EC581AA-B1U, , and more. Microsoft Microsoft Hardware USB Keyboard ULi Intel(R) 82801DB/DBM USB 2.0 Enhanced Host Controller - 24CD Texas Instruments Texas Instruments PCI7420 Integrated FlashMedia Controller ![]() Toshiba Toshiba Secure Digital-Hostcontroller Microsoft ULi M5229 PCI-Bus-Master-IDE-Controller Intel(R) 82801FB/FBM SMBus-Controller - 266Aīroadcom 2x2 11a/b/g/n Wireless LAN PCI Express Half Mini Card Adapter Outdated or Corrupted drivers: 8/21 Device/Driver Scan performed on, Computer: LG Z20NH.AR51B3E - Windows 7 32 bit Point Grey Research Texas Instruments OHCI-kompatibel IEEE 1394-vertskontroller Intel(R) 6 Series/C200 Series Chipset Family 6 Port SATA AHCI Controller - 1C03 Intel(R) 5100 Chipset PCI Express x8 Port 2-3 - 65F7ĭolby Laboratories Audio Device on High Definition Audio Bus Logitech Logitech HID-compliant Cordless Mouse Intel(R) 6702PXH PCI Express-to-PCI Bridge A - 032C Outdated or Corrupted drivers: 5/20 Device/Driver Scan performed on, Computer: NEC PC-VW978WG01 - Windows 7 64 bit ![]() ![]() ![]() Organizations which work in hydraulic modelling and flood forecasting field. ![]() HEC-RAS is developed to perform 1-D and 2-D hydraulic analysis for all network of natural and constructed channels, overbank/ floodplain areas, levee protected areas 6Which companies use these techniques and for what? ![]() 5What is the real world application for the tools and techniques being taught in this course? HEC-RAS is utilized for stream investigation which is utilized in various businesses for calculation of flood levels of waterways, flood hazard mapping, floodplain management and so forth. 4What software skills are you teaching and how well are these tools used in the industry? Students can take in programming from fundamental ideas of hydraulic model to point by point river analysis. This course also covers different supportive softwares like AutoCAD, QGIS, HEC-HMS, MS-EXCEL which will be useful in data preparation for hydraulic modelling.Įngineering Students, Research professionals, Hydraulic modellers 2What is included in this course?Ī complete software oriented course on the use of HEC-RAS for analyzing river models and their behavior 3What will the student gain from this course? This course includes presentations and example problems on computing floodways, flood fringe volumes with & without considering structures like bridges, culverts etc. ![]() Hands on sessions of HEC-RAS software will give you knowledge about rivers & its behaviour in different conditions, Bridge & Culvert modelling, Road crossings etc., Second part includes advanced tools and its applications in hydraulics. It covers basic concepts of hydraulics & different tools of HEC-RAS which will enhance your knowledge. This course is divided into two parts First part will begin with a review of the HEC-RAS program's theoretical basics, modeling capabilities, and limitations. It will be helpful to understand the history and development of HEC-RAS, and learn how to work with the HEC-RAS user interface. How would it affect the calculations if I were to position it next to overbank? Weir elevation is set to match the top of the side wall of the channel upstream, on the side that is facing the channel downstream.This course will explore the different applications of open channel hydraulics, including flood hazard mapping, roadway crossing analysis and bridge design. I have the lateral weir positioned (HW Position in Lateral Structure Editor) at the Next to Bank. My culverts are connected to the trapezoidal channels at the floor level of the channels where the side walls start to rise. I also cannot find a report in HEC RAS that will throw some light on the culvert hydraulics (flow profile, inlet/outlet control, even if only for theoretical interest), though I have seen such report for inline culverts.Īs an aside, what does the HW positioning (L overbank, Next to L bank etc.) of the weir mean in reality? THe HEC-RAS literature has not been much help (probably it's too simple?). The Total Q upstream and downstream of the lateral structure is same in the upstream side of the culvert, which is also incorrect. Problem is that in both cases I am getting a negative flow through the culvert ('Q leaving Total') for the lateral structure. I have used steady state subcritical flow in the first run, and since the WS reached critical, tried the mixed flow. The culvert has a positive slope of about 4%. The flow in the channels are not inter-related and the channel that is at the downstream end of the culvert has negligible flow (0.3 m3/s) compared to the channel upstream (3.9 m3/s). That said, I am trying to model a lateral culvert between two minor drainage channels linked by a culvert. ![]() ![]() ![]()
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