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$85 total including shipping by media mail within lower 48 US states. hard cover, international edition, 2003. This book is one of the best reference for civil-water resources and environ PE exam. email me if interested: jimhan27 at gmail dot com

Anyone has a spare CPESC exam review guide book to sell? email me: jimhan27 at gmail dot com

Finally I took it early this month and I passed. Now I am a CFM. BTW, This CFM seems not very well-known(that means not valueable) in the industry, only popular in FEMA and local gov. Even Corps of Engineers does not buy it a lot. Thank you guys.

not sure what's wrong with pink, I am scared a lot.

ATM Pressure (ft H2O)=33.9*exp[-0.0104*H/(273+T)],where, H=Altitude in feet, T temperature in 0C. This equation will give you exact enough results for different T and H values, although I doubt you will ever need this equation in the exam.

NCEES has a list about what is covered in each section.

The federal client you worked for must have given you a hard time. LOL.

simple answer to first question: yes. more: by saying yes, you are assuming at t=0, Q=100 is pure baseflow and peak runoff you are talking about is actually precipitation excess after baseflow/interception/infiltration,.... unity hydro is equal to (total hydro)/(precipitation in inches), where...

Congr to all new PE of the pelican state. -PE of AZ

I got $1500 bonus and 4%+4% pay increase as well as reimbuersement of my exam reg. fee-around $300 for passing my PE. In fact one 4% is for passing my PE and the other 4% is merit based. I had thought it was too little but reading thru the posts it seems not that bad. To be frank, civil is...

used book, $130, free shipping to lower 48 US states. email: zhao27 at gmail.com

I used excel, assume a H(a reasonable value, say 180, I will always try a value below 213.9),then get Q1,Q2, based on the calculated Q1 and Q2,you get a new H from the third equation, compare this calcualted H with your assumed H, repeat above. it is time consuming I know.

assume potential head+pressure head at D is H for C->D, you have 241.4-H=K1*Q1^1.852 for A->D, similarly, 213.9-H=K2*Q2^1.852 and D->B, H-120=K3*(Q1+Q2)^1.852 where, K=4.73*L/(C^1.852*D^4.865) three unknowns and three eqs, sovle by trial and error...

Arizona's sucks too, not a very professional certificate, though it is for professional engineer

thank you. that's good-I only need care about PDHs for another state where I will get my PE thru comity then.

What's the Arizona State Board's requirement on PDH for PE? I searched their website and still no clue.

I remember during my time taking PE, either f or C has always been given in the description. f coming from Re will differ too much among various sources.

I think so. Don't forget to put a thank you santa note in front of your fireplace. merry christmas!

Good luck.

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