8) Cylindrical tank 1 ft in diameter discharges through a nozzle connected to the base. Find the time needed for the water level in the tank to drop from 4 ft to 2 ft above the nozzle. The diameter of...


INSTRUCTIONS: Solve theproblems neatly and systematically. Use free-floating decimals in all your calculations and in expressing your answers. Box your final answers



KINDLY FOLLOW THIS FORMAT
GIVE,REQUIRED,SOLUTION




ADDITIONAL: USE THE OTHER PICTURE AS BASIS FORMULA IF NEEDED IN YOUR SOLUTION THANK YOU


8) Cylindrical tank 1 ft in diameter discharges through a nozzle connected to the base. Find the<br>time needed for the water level in the tank to drop from 4 ft to 2 ft above the nozzle. The<br>diameter of the nozzle is 1 inch and its discharge coefficient maybe taken as unity.<br>

Extracted text: 8) Cylindrical tank 1 ft in diameter discharges through a nozzle connected to the base. Find the time needed for the water level in the tank to drop from 4 ft to 2 ft above the nozzle. The diameter of the nozzle is 1 inch and its discharge coefficient maybe taken as unity.
10-78<br>TRANSPORT AND STORAGE OF FLUIDS<br>TABLE 10-22 Properties of Steel Pipe<br>Circumference,<br>ft, or surface,<br>ft/ft of length<br>DEVELOPED HEAD:<br>Capacity at 1-ft/s<br>velocity<br>Bernoulli Equation:<br>Cross-sectional area<br>Outside<br>diameter,<br>Inside<br>diameter,<br>Weight of<br>plain-end<br>pipe, Ib/ft<br>Nominal<br>Wall<br>(P2 , a2V?<br>+ 22<br>(P1 , a1V?<br>pipe<br>size, in<br>Schedule<br>thickness,<br>Metal,<br>in?<br>U.S. gal/<br>Притр Wритр<br>+ z1<br>g<br>in<br>no.<br>in<br>in<br>Flow, ft<br>Outside<br>Inside<br>min<br>Ib/h water<br>+<br>2gc<br>go<br>2gc<br>gc<br>0.307<br>.269<br>.215<br>0.00051<br>.00040<br>.00025<br>0.231<br>.179<br>.113<br>0.106<br>0.0804<br>.0705<br>.0563<br>115.5<br>89,5<br>56.5<br>0.405<br>10S<br>0.049<br>0.055<br>0.19<br>.068<br>.095<br>.072<br>.093<br>40ST, 40S<br>.24<br>.31<br>.106<br>80XS, 80S<br>.106<br>The quantities in parenthesis are called TOTAL HEADS and are denoted by H.<br>.097<br>.00092<br>.00072<br>.00050<br>.412<br>.323<br>.224<br>14<br>0.540<br>.065<br>.107<br>.095<br>.079<br>206.5<br>161.5<br>112.0<br>33<br>.42<br>10S<br>410<br>.141<br>40ST, 40S<br>80XS, 80S<br>.364<br>.302<br>.088<br>.125<br>.157<br>.141<br>ΔΗ<br>.119<br>.141<br>.54<br>Therefore:<br>W,<br>.00162<br>.00133<br>.00098<br>0.675<br>10S<br>40ST, 40S<br>80XS, 80S<br>.177<br>.177<br>.177<br>.065<br>.727<br>.545<br>.493<br>.423<br>.125<br>.167<br>.217<br>.143<br>.129<br>363.5<br>298.0<br>220.0<br>.42<br>57<br>.091<br>.596<br>.126<br>.111<br>.440<br>.74<br>POWER REQUIREMENT:<br>.710<br>.674<br>.622<br>.546<br>.464<br>.252<br>1.234<br>1.112<br>0.945<br>0.730<br>0.527<br>0.155<br>1/2<br>065<br>617.0<br>556.0<br>472.0<br>365.0<br>263.5<br>77.5<br>0.840<br>5S<br>10S<br>40ST, 40S<br>80XS, 80S<br>160<br>XX<br>.158<br>.197<br>.250<br>.320<br>.385<br>.504<br>.00275<br>.00248<br>220<br>220<br>.220<br>.220<br>220<br>.186<br>.176<br>.163<br>.54<br>.083<br>.109<br>.147<br>.188<br>.294<br>EDIFICA<br>.67<br>.85<br>1.09<br>1.31<br>1.71<br>P3 = m Wp<br>= m AH<br>Pt<br>.00211<br>.00163<br>.00117<br>.00035<br>.143<br>122<br>.066<br>.220<br>34<br>1.050<br>where:<br>5S<br>10S<br>40ST, 40S<br>80XS, 80S<br>160<br>XX<br>.065<br>.083<br>.113<br>.920<br>.884<br>.824<br>.742<br>.612<br>.434<br>.201<br>.252<br>.333<br>.433<br>.572<br>.718<br>.00461<br>.00426<br>.00371<br>.00300<br>.00204<br>.00103<br>.275<br>.275<br>.275<br>.275<br>.275<br>.275<br>.241<br>.231<br>.216<br>.194<br>.160<br>.114<br>2.072<br>1.903<br>1036.0<br>951.5<br>832.5<br>672.5<br>458.5<br>230.5<br>0.69<br>0.86<br>1.13<br>1.47<br>1.94<br>2.44<br>Pa, Po = pressure at the suction and discharge lines<br>V = velocity<br>H = total head<br>PB = the power supplied to the pump<br>Z = height above the datum plane<br>Pi = the power delivered to the fluid<br>1.665<br>1.345<br>0.917<br>0.461<br>.154<br>219<br>.308<br>1725<br>1473<br>1345<br>1120<br>812.5<br>439.0<br>1.315<br>.065<br>.109<br>.133<br>.179<br>250<br>.358<br>.00768<br>.00656<br>.00600<br>.00499<br>.00362<br>1<br>5S<br>10S<br>1.185<br>1.097<br>1.049<br>0.957<br>0.815<br>0.599<br>.255<br>.413<br>.494<br>.639<br>.344<br>.344<br>.344<br>.344<br>.344<br>.344<br>.310<br>.287<br>.275<br>250<br>.213<br>.157<br>3.449<br>2.946<br>2.690<br>2.240<br>1.625<br>0.878<br>0.87<br>1.40<br>40ST, 40S<br>80XS, 80S<br>160<br>XX<br>1.68<br>2.17<br>2.84<br>3.66<br>.836<br>1.076<br>.00196<br>NPS versus DN<br>Pipes are idertified by

Extracted text: 10-78 TRANSPORT AND STORAGE OF FLUIDS TABLE 10-22 Properties of Steel Pipe Circumference, ft, or surface, ft/ft of length DEVELOPED HEAD: Capacity at 1-ft/s velocity Bernoulli Equation: Cross-sectional area Outside diameter, Inside diameter, Weight of plain-end pipe, Ib/ft Nominal Wall (P2 , a2V? + 22 (P1 , a1V? pipe size, in Schedule thickness, Metal, in? U.S. gal/ Притр Wритр + z1 g in no. in in Flow, ft Outside Inside min Ib/h water + 2gc go 2gc gc 0.307 .269 .215 0.00051 .00040 .00025 0.231 .179 .113 0.106 0.0804 .0705 .0563 115.5 89,5 56.5 0.405 10S 0.049 0.055 0.19 .068 .095 .072 .093 40ST, 40S .24 .31 .106 80XS, 80S .106 The quantities in parenthesis are called TOTAL HEADS and are denoted by H. .097 .00092 .00072 .00050 .412 .323 .224 14 0.540 .065 .107 .095 .079 206.5 161.5 112.0 33 .42 10S 410 .141 40ST, 40S 80XS, 80S .364 .302 .088 .125 .157 .141 ΔΗ .119 .141 .54 Therefore: W, .00162 .00133 .00098 0.675 10S 40ST, 40S 80XS, 80S .177 .177 .177 .065 .727 .545 .493 .423 .125 .167 .217 .143 .129 363.5 298.0 220.0 .42 57 .091 .596 .126 .111 .440 .74 POWER REQUIREMENT: .710 .674 .622 .546 .464 .252 1.234 1.112 0.945 0.730 0.527 0.155 1/2 065 617.0 556.0 472.0 365.0 263.5 77.5 0.840 5S 10S 40ST, 40S 80XS, 80S 160 XX .158 .197 .250 .320 .385 .504 .00275 .00248 220 220 .220 .220 220 .186 .176 .163 .54 .083 .109 .147 .188 .294 EDIFICA .67 .85 1.09 1.31 1.71 P3 = m Wp = m AH Pt .00211 .00163 .00117 .00035 .143 122 .066 .220 34 1.050 where: 5S 10S 40ST, 40S 80XS, 80S 160 XX .065 .083 .113 .920 .884 .824 .742 .612 .434 .201 .252 .333 .433 .572 .718 .00461 .00426 .00371 .00300 .00204 .00103 .275 .275 .275 .275 .275 .275 .241 .231 .216 .194 .160 .114 2.072 1.903 1036.0 951.5 832.5 672.5 458.5 230.5 0.69 0.86 1.13 1.47 1.94 2.44 Pa, Po = pressure at the suction and discharge lines V = velocity H = total head PB = the power supplied to the pump Z = height above the datum plane Pi = the power delivered to the fluid 1.665 1.345 0.917 0.461 .154 219 .308 1725 1473 1345 1120 812.5 439.0 1.315 .065 .109 .133 .179 250 .358 .00768 .00656 .00600 .00499 .00362 1 5S 10S 1.185 1.097 1.049 0.957 0.815 0.599 .255 .413 .494 .639 .344 .344 .344 .344 .344 .344 .310 .287 .275 250 .213 .157 3.449 2.946 2.690 2.240 1.625 0.878 0.87 1.40 40ST, 40S 80XS, 80S 160 XX 1.68 2.17 2.84 3.66 .836 1.076 .00196 NPS versus DN Pipes are idertified by "nominal"o "trade" names that are loosely related to the cctual dimensions. For instance, a 2-inch galvanized steel pipe hcs an inside diameter of about 2 1/8 inches and an outside diameter of about 2 5/8 inches. In plumbing pipe size is referred to as nominal pipe size - NPS, or "Nominal Pipe Size". The metric equivalent is called DN or "diametre nominel". The metric designations conform to International Organization for Standardization (ISO] usage and apply to all plumbing, nulurul gus, heuling oil, und miscelluneous pipiny used in buildings. Diameter Nominal DN (mm) Nominal Pipe Size NPS (inches) Diameter Nominal DN Nominal Pipe Size NPS (inches) 1 1/4 1 1/2 Diameter Nominal DN (mm) Naminal Pipe Size NPS (inches) (mm) 1/8 32 100 1 8 1/4 40 150 10 3/8 50 200 8 15 1/2 65 2 1/2 250 10 20 3/4 80 3 300 12 25 1 100 4 350 14 ||
Jun 11, 2022
SOLUTION.PDF

Get Answer To This Question

Related Questions & Answers

More Questions »

Submit New Assignment

Copy and Paste Your Assignment Here