Hyderabad is one of India's most advanced and rapidly growing cities. It has a population of over 10 million people and a GDP of over $100 billion. The city has excellent infrastructure including an international airport, a well-developed motorway ne
Players in the game of soccer need to be able to move quickly and effectively in order to get the ball past their opponents. This means paying attention to their equipment, not just what they wear, but also what they use to run with. Shoes are one of
I need to run a large number of simulations (approx. 15000) with different sets of LID design parameters. My objective is to get model responses (e.g. infiltration, surface runoff, etc.) against different sets of LID design parameters. I
I´m using inp.pins to create an inp field from shape files of nodes and links but the program just create a inp with nodes, i need to solve this problem any way, using this program or another way to do it.
I am currently having problems with calibrating/finding my RTK parameters and derive a unit hydrograph for my wet period simulations, so any help is more than appreciated!!
I have set up my DWF and flow patterns, and I have calibrated my
I am using daily rainfall data to model my catchment. For the time series, does rainfall have to be 7 digits. for instance, 0mm of rain inserted as 0000000 and 2,2mm as 000002,2. my supervisor has told me to use this way of inserting data. w
hello all.i run a model containing 41 sub catchments and want to see the runoff Peaks from 24 years simulated rainfall data.finally i got two sub-catchs(S80 & S81) result around 4 cms and i had to do LID placement in both catchs and i do place 4 TO 5