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hi davidbeach Actually the word is not of two letters, It depends on letter so cannto say how many letters. If so what happens. Could you suggest me. Thanks

Hi Dear all Anyone knows how to randomize the text data in string cell say I have a data like this A B C D 1 XA NA PU MN 2 AX LN TI ND 3 EF PN UV OX 4 JX KN JY SL . . 1200 HN SY BY WX I want to ranomize this data in both rowwise and...

Thanks RWF7437 But I could not understand your concept regarding 4 figures. Actually I got from HEC-HMS with SCS method. Any comment or suggestion for me.

ANYWAY I WNAT TO KNOW WHY THE SIMULATED PROFILE LOOKS LIKE SHOWN IN FILE RAS.PDF. I THINK THIS WILL BE SUFFICIENT FOR ME. AND REALLY BBE APPRECIABLE. THANKShttp://files.engineering.com/getfile.aspx?folder=b2645beb-2dc5-495f-aa80-999e8ee220c7&file=RAS.pdf

SORRY RWF7437 IF YOU THINK LIKE THAT I AM JUST TRYING TO GET SOME SHARING KNOWLEDGES. I AM JUST IN SMALL CONFUSION TO HANDLE. IF YOU THIK SO, IT' S OK. I APPOLOGIZE IT. THANKS FOR SUGGESTION

Hi dear all greetings. I have attached my HEC-RAS model. The reasult seem to be quite unrealistic. I could not figure out how to handle the problem. If some one have solution please give a favor. The model is preparing for bridge design in Hardin Creek within Napa Watershed. Actually I am...

THANKS FOR SUGGESTION ACTUALLY IT WAS MY MISTAKE. SORRY FOR THAT.

HI I AM TRYING TO MAKE THE HEC RAS MODEL WITH BRIDGE FOR BACKWATR ANALYSIS. ANY OF GUYS COULD HELP ME HOW TO BUILD THE PERFECT MODEL. IF THE SITE IS UNGAUGED, THE FLOW COMPUTED FROM RATIONAL METHODS WORKS OR NOT PLEASE LET ME KNOW. THIS HELP WILL REALLY BE COOPERATIVE FROM YOU GUYS. IF YOU HAVE...

HI I AM TRYING TO MAKE THE HEC RAS MODEL WITH BRIDGE FOR BACKWATR ANALYSIS. ANY OF GUYS COULD HELP ME HOW TO BUILD THE PERFECT MODEL. IF THE SITE IS UNGAUGED, THE FLOW COMPUTED FROM RATIONAL METHODS WORKS OR NOT PLEASE LET ME KNOW. THIS HELP WILL REALLY BE COOPERATIVE FROM YOU GUYS. IF YOU HAVE...

Do you know is there any special books on Water resources for PE Water resources Exam as a mannual or reference book? If you know that will be great to share with me.

Well it does not consider the density of vegetation. But its ok for runoff. What will be the case for soil lose using USLE L=ARKSCP

That's true. But it's just the display in the screen and print. Is there any macros or custom format so that we can perform mathmatical calculations without conersion. If some body knows that will be great Thank you

Hi all I am trying to fix two calculations which are stucked by one facts. That is the vegetation cover. So I have two questions in prompt. Firstly, how the vegetation cover effects on run off coefficent on the rational method and TR55. Is there any elicit formula between runoff coefficient and...

hi all i am really waiting your reply soon. can u give me some reference it will be thankfull

hi thanks CarlB I am really appriciate you for your suggestion. But do u know how to match with specific coordinate system for certain area such as napa

Hi any of you know how longitude and latidude in degree can be plotted in AutoCad or AutoCad land desktop for specific area. Here I am talking about Napa Valley, California. Please let me know

hi all I got the NOAA precipitation map from the server. But I am wondering how it could be converted into autocad dwg file. This will make easy to estimate the rainfall on proposed project site. Is there any methodology, please let me know. thanks,

thanks for giving me the usefull link. Its just the liturature what day did. It's hard to follow the methodology stated in that article.

hi I am going to to prepare HEC-HMS model for an ungaged basin within napa valley. I found some of the station surrounding that basin. But most of them have daily and annually mean precipitation or rain fall in inches. Is there any other way to develop the frequency storm for less than 24 hour...

hi all Can you help me how to learn modflow in dos version which is available in usgs website. If some one knows about the tips and example or tutorial let me know thanks,