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...
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...
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.
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
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,
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,
Do anyone know how we can get or download TP-40 to develop rainfall intensity duration frequency curve? Also can you suggest me how we can develop rainfall intensity duration frequency curve for particular place, if we do not have suffiicent data?
Dear all hi
I am sticking with one sub division project within Napa Valley. The project has existing 12" storm drain pipe which has outlet in the creek. The flow line of the creek is below the 100 year flood level.
The Proposed condition is that the pipe should be divided into three segments...
