Limited time offer 20% OFF StudySoup Subscription details

Cal Poly - CE 434 - Class Notes - Week 3

Created by: Lizzie Wiley Elite Notetaker

Join more than 18,000+ college students at California Polytechnic State University San Luis Obispo who use StudySoup to get ahead
School: California Polytechnic State University San Luis Obispo
Department: Civil Engineering
Course: Groundwater Hydraulics and Hydrology
Professor: Misgana Muleta
Term: Spring 2018
Tags: aquifers, Examples, and groundwater
Name: CE 434 Week 3 Day 1 Notes
Description: Notes on groundwater movement and flow direction.
Uploaded: 04/19/2018
2 Pages 22 Views 17 Unlocks
  • Better Grades Guarantee
  • 24/7 Homework help
  • Notes, Study Guides, Flashcards + More!
School: California Polytechnic State University San Luis Obispo
Department: Civil Engineering
Course: Groundwater Hydraulics and Hydrology
Professor: Misgana Muleta
Term: Spring 2018
Tags: aquifers, Examples, and groundwater
Name: CE 434 Week 3 Day 1 Notes
Description: Notes on groundwater movement and flow direction.
Uploaded: 04/19/2018

Unformatted text preview: H-I-NS Aquiters * storage sy . transport LT Natural Groundwato Movement Which directrar does flow more! Wiat 1s quanh hy vclocity travel time. - Darys Law - assumptrast - constant flau - sicady stake *Q -L A dh - KAh a one diuenjiwal Flow (I-D lus) . homogeneous i Satopit aquiks laminar clau Q* Dardan velocity (specer discharge) vrtlogy - - not actual pic of pres AZ - feynold's numbes (le) *W - Docuits Tous valid for o L out occuptable Esu ZIO . El mask Gw Flues, D, 21 exame rayd : a) a b) C) Va 32.35m d) travel we e check valasky od Doday's LawSo o q - Q - A dhal - ki ( b + 4s) dhe b.) 7 q5 aaj (30m. 56.9 - 53.35m 1000 m 9 = 3.41 35 w daym : Q 3.41 25 May m 30 m -D = 0.1345 Widay Na : 0.375 m/doy = 0.759 m/day - Va a al travel tme be turun the areils - L . 1000m 1319 days - 3.teyr Na 0.359 Wysay e.) Darcy's law is valid R. 210 - Y Dio - Dio = 0.0342 210 at 14 C = x1o4 /s l. O. \|375 Pa (33x10 m 1.2 xto /s in-class noems width sim L-309 2,840 am q=0. 9, 350 ,2, 4 ): ,25 (419-15) = 3.5 msay/m (= Leq (.ris) H0-35 m id00 m Vy (2, 42) de Lia, dan strah studysoup L eq unalni tlaat ry reseair all the layers ly - Azt CM 2172 En layar * by : 442 / 4,2 *12, - vAdh - L (A8-55m I2LuwL) (35-DA 22 - , le Sicedy gak wars calante - 350 mm 10m 9 Leg (WK L dh, dh, 22 toosK= 2+1, In Laryos: 22 Z L use , Frug example Hold: Vy l on tal e a. -036 bism L- 12.30 %-15m L B+ iz 13615) +10.8005 2+2, 15+15 = 7.5Swa 15m 15m 3,17 Verscal es l: 2 ASCA b.) ly = 93 wd 4 - 5.07 Md c.) ky + 5.8 w/d = 3,17 m/d Groundusaks Flau Dretran . flow quanty Q = Adwal . flow diletru lwe w/pams of the sowe hydraulic head = equipokeairal lwes -no flas along equipokeats al mes flous les t equistondal Ines