Exercise 3 Hydraulic conductivity & stress.OppsettReferanserMasseutsendelserSe gjennomYonas Tsighe GhebrehiwetVisningHjelp- 14 - A A" Aa - AE-E-E-EE AL TAaBbCel AaBbCcI AaBbC AaBbCcl AaE AABBCO Suk出x xA--A-|三目 5。|-。I Normal11 Ingen m. Overskrift 1 Overskrift 2Undertittel -ErstattTittelDikterFølsomhetSkrift> Velg vAvsnittStilers RedigeringStemmeFølsomhet4. A pump test is carried out to determine the hydraulic conductivity ofa confined aquifer, as shown in Fig 2, Show that the equation for k is(see section 6.9.3):q In (r,/r2)k =2TH(h,-h2)Obsurvation wellsPumping wellIntal groundwater levelDrawdown zureImpervicusImperviousFig 2 A pump test to measure conductivity of soilInternal Normal Tilgjengelighet: UndersokD FokusOAW11°C Skyet AD00DODHomeF3F4F5F6F8F12F7F9F10F11&

Given:- confined aquifer To find:- equation for k

Answered: 1. A pump test is carried out to…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Exercise 3 Hydraulic conductivity & stress. ett Referanser Masseutsendelser Se gjennom Yonas Tsighe Ghebrehiwet Visning Hjelp A A Aa- Ap AaBbCcl AaBbCcl AaBbC AaBbCc) A aB AaBbCcD O Sak A- 2- A- 三三三,1- 、 1 Norma T Ingen m. Overskrift 1 Overskrift 2 G Erstatt Tittel Undertittel Dikter Felsomhet R- A Velg v Aysnitt Stiler S Redigering Stemme Ro Følsomhet Determine the pressure head, elevation head, and total head at A, B and C for the arrangement shown in Figure 1 when there is no seepage occurs. Identify pore pressures at positions A, both ends E and F of soil sample under an influence of seepage flow (Take the water level at exit as datum / reference). 10 kPa 0.4 m -0.5 m--0,5 m-0.5 m-0.5 m- "SoilA. Exit 0.75 m 0.5 m Figure 1 aInternaliNormal e Tilajengelighet: Undersøk DFokus 即目 W 10°C Skyet ヘ D Home End F10 F11 F12 F6 & 8
Exercise 3 Hydraulic conductivity & stress. Yonas T Oppsett Referanser Se gjennom Visning Masseutsendelser Hjelp - A A Aa A E- E-EE E AL T OSøk - AaBbCcI AaBbCcl AaBbC AaBbCcl AaB AaBbCc e Erstatt x' A D. A- T Normal T Ingen m. Overskrift 1 Overskrift 2 Undertittel Tittel A Velg - krift Avsnitt Stiler Redigering | St 3. Repetition on Mohr-Circle: A soil element is shown in Figure 3 and 4, Determine the following: a) Maximum and minimum principal stresses b) Normal and shear stresses on plane AB 85 kN/m2 25 kN/m2 26 kN/m2 8 kN/m2 + B 45 kN/m? 25 kN/m2 17AN/m 40 A 8 kN/m? 45 Figure 3 Figure 4 C Fok E InternalNormal y Tilgjengelighet: Undersøk 11°C F9 F10 F11 F12 F8 F3 F4 F5 F6 F7
22 Exsa E Asettling basin is desinnad to hnve surface over rate (SOR) of 826 m/d-Determine the over all removel ohtaineÁ Sora suspension. w the size given bellow .The specific gravity uf Particls is l1,2and M -),027 Jm = 9, 257 Jm Particle size (mm) ン||シ8/o7 6 g04,02 シ。 weight fraction (2) 15 40 7. 93 Joo SoL:- i-Calculate settling velocity of Panticles from stock's low Us = 18M
Exercise 3 Hydraulic conductivity & stress. Oppsett Referanser Masseutsendelser Se gjennom Visning Hjelp 14 A A Aa- A E-E-E- E E AL T OSuk AaBbCcl AaBbCcI AaBbC AaBbCc] AaB AaBbCcC O Ersta x, x A- - A- 三三三。 -。 1 Normal 1 Ingen m. Overskrift 1 Overskrift 2 Undertittel Tittel A Velg Skrift Avsnitt Stiler Redigeri 5. Find hydraulic conductivity k in engineering applications. 7.17 Figure 7.35 shows the cross section of a levee that is 500 m long and is underlain by a 2-m-thick permeable sand layer. It was observed that the quantity of water flowing through the sand layer into the collection ditch is 250 m'/day. What is the hydraulic conductivity of the sand layer? Elv. 160 m Levee Elv. 150 m 2 m Ditch 125 m Impervious O Sand Fiqure 7.35 Itanniaj D Internal Normal Tilajengelighet: Undersek DOD F9 F10 F11 F6 F7 F8 F2 F3 F4 F5
Lagre automatisk O A 2. U Exercise 3 Hydraulic conductivity & stress. P Suk Yonas Tughe Ghebrehiwet Fil Hiem Sett inn utforming Oppsett Referanser Masseutsendelser Se jennom Visning Hjelp A Del PKommentarer X Klipp ut ON Kopier 14 - A A Aa- A A Aa- Ap E-E- -E RI T Osak - e Estatt D Velg- Cambria AaBbCd AaBbCel AaBbC AaBbCel AaB AaRbCcr Lim FKU- ab x, x A- - A inn- Kopier format TNormal T Ingen m. Ovenkrif 1 Ovemkrift 2 Undertintel Dieier Tabomhet Tittel Bedaktan Genbruk to Utkippstavie Skrnft Asnet Sbiler S stenme Fatsemhet r tienbruk 1e SHedigenng Redaktar jenbruk 1 2. In a constant-head permeability test, a sample (see figure 6.7 in text book) of soil L 12 cm long and D-6 cm in diameter discharged 1.5 x 10 m of water in 10 minutes. The head difference h over the sample is 50 cm. Determine the hydraulic conductivity of the soil. 6.9 DETERMINATION OF THE HYDRAULIC CONDUCTIVITY 119 Mariotte bottle Coarse-grained soil FIGURE 6.7 A constant-head test setup. To measuring cylinder 09 ord…
Solur Exal mople page 28) f. the graind water Table is at graund surfacei G.W:T. とsro 30 と。 Ysata 17 k 25 Frad Total AefrucThrust and pointaf applicatioe solue the su mp example above But for passive lateral var th Pressure.
1 Asimple U-lube manomeler Containg Mercy afiuid IS Connecled to apipe in which Pgr =d8 and having vacum Pressure Fhe other end of ManomelaIS OPen to atmos Phere • Find the vacum Aressum in Pipe - If difference Of mercury level n the two limbs i30cm and the heightof is Piowing. 30 the Center of Piee is 16 cm bel
Pwater = 1000 kg/m3 • g = 9.81 m/s? • di=24 mm • d2=16 mm • L=59 cm W=49 cm Results: Page - - prepared by : Assistant Lecturer Mr. Omar M. yousif Northern Technical University Technical college of Engineering / Mosul Engineering Mechanics (ID(second year) einneah titun Time Quctual(Vmin) Ah Qtr Qact. CD h, (m³/s) H 1 60 s 6 cm 1 21 2 60 s 10 m 2 24 3 4 5 Discussion: 1) Calculate theoretical flow rate.
Find Pressure atA? C. Air Hg Puacum Water 5m A
H.w) Jet water in go jpe with diameter aqual to somm moving to velocity =30 mlee. divideed into two branches de with(675Q) and the other with (0.25C2),and unegal diameder-compote value of forse n the p late. freepetively. compenen ts V3 CamScanner - s
4. 2. 85 KN/m Im G 3m Am 4m D 4m DETERMNE ALL BAR FORCES. N ORDE AS LeTED DELOW. AB AC 中 BC ES BD FG .L YOUR YO NAY NA30100R HUW YROTES MAJA YATIA2 BE DE GH CE
H.W- For the frome Shown ba lou use unil. load melI to determan vertical def lectiun at c2 E-200 大べ 300 Cm lom 20KN Wirge 5m

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1. A pump test is carried out to determine the hydraulic conductivity of a confined aquifer, as shown in Fig 2, Show that the equation for k is (see section 6.9.3):