Відео

How would you route the flow if S=KQ and X=0 and you are not given K , outflow , only given inflow

amazing style!

What textbook are you using Sir?

Hello, Tom Gleeson for your clear presentation on the Stream flow hydrograph. But I want to be sure that the time could be on a 12-monthly basis that is averaged from a 15-year flow record for estimating base flow and surface runoff volume? I hope for your kind response.

How did you stuck behind the bord

you got a new fan

what is the value of ln?

This couldn’t have been explained better. Thank you.

Please help me understand something. for H(t)=1.0 ft (2S/deltaT)+Q equals to (2*81120/10*60)+8 which equals to 278.4 and not the 298 you've put on the storage-ouflow table the same applies for all the rest of the heights. I've noticed you've used equation 9.2.3 from a certain book but I'm not your student I dont have that specific book you referenced could you indicate me what this equation is? where can I find the equation? and what does this equation means? why is it used?

can i use this method to calculate any liquid such as gasoline?

What was your problem?

Thanks for the video. But why are there soooo many empirical and theoretical implicit equations for infiltration? New ones have emerged in recent decades that eliminates soil-dependent parameters like the van Genuchen parameter. Gone down the rabbit whole and it is quite interesting to see several equations. Using GA equation solved by Philip (1993) in 3D for a project.

Would you be able to use a 2 hour UH and the same procedure without first needing to change the 2 hour UH to a 1 hr UH?

how are able to write backwards? amazing sir...

Thank you so much!def save me from jumping outta window

how can delta be in units of Pa/Celcius when C is being squared, the way you have written it it should be Pa/Celcius^2 (@ 4:56 in the video) ... what's missing here?

p♥r♥o♥m♥o♥s♥m 😢

Where did 1.02 come from

Hey, i am having difficulty finding where eqn 9.2.3 is. Would you mind telling me?

I think that the bird and the tree are in a recharge area, because from there we can see a down flow of water from piezometer C to A (a decrease in the hydraulic head values from C to A) , so then there's probably an influx of water going into the acquifer thus making it an area of recharge Is this correct? Am I correct though?

How to find K sir? If known Inflow, outflow and time

thank you so much my exam is juust in a few days very well explained

Hi Tom. Good insights on measuring evaporation. Do you have any articles you can refer me to on this subject? I would want to cite them in my writing. Thanks

Love the lighboard

Hi Just had a question of how to find elevation and pressure head when dealing with caps above the ground and when the depth of the well is higher than land elevation,

You know this info is easier to understand if you were not physically on the screen. Your movement is distracting from the material at hand. Also addressing the core principals, what you are searching would be important throughout the video. Great Editing

Very helpful thank you

thx so much and really helpful to me

How was the Energy Balance derived?

Thank you very much for this video keep posting content related to hydraulics and water resource engineering

It was an enriching lecture, I learned alot

Hi Tom, can you please explain the "trickery" (*trick) part?

The next level

Hello, I can't be able to establish if the nested piezometers are in recharge or discharge area, please help. Thank you.

This was very helpful Prof, thank you.

Excellent Tom!

Sir please at least a video on log scale and its use in water resouces research similarly statistical techniques used in water research or hydrogeology. Thanks

Very much informative sir. I want to know from your goodself that i have a long term streamflow data of a river gauging station but the data available is recorded only thrice or five times in a month, how can this data be converted to daily streamflow data. Please recomend some analytical technique sir. I will be anxiously waiting for your reply sir.

I really like your research work sir. Before watching your goodself on youtube i had gone through your various research articles related to hydrogeology since then i cherished to see you one day. I have a civil engineering background, presently research scholar in the area of hydrogeology

Great initiative!