Soal Dan Jawaban-uas Makroekonomi Prodi s1 Reguler 24 Mei 2011_seta
Jawaban UAS BA
2
Data Waduk : Jenis pelimpah banjir = Overfow (tanpa pilar) Lebar pelimpah = 35.00 meter NWL = 22.00 meter !oe" . Limpasan = 2.#0 Lengkung kapasitas waduk $ = 5.20%&L '## $ = tamp*n+an wa,*- (j*ta m3) &L = elevasi (m) Data debit banjir infow (m3/detik) t (jam) 0 1 2 3 4 ! " # $ 10 11 12 13 14 /#000h 10 #50 20 0 35 30 320 210 250 2#0 #0 #0 #20 #00 10 /4 220 30 0 0 0 0 00 20 20 520 30 30 3#0 20 230 %arakteristik tampungan waduk : hi = #52.21%&L ' 3203.1 &L = ( hi 6 3203.1)7 #52.21 si = #30.#%&L ' 3022. / #000 h / 4 t & (&1 ' &2)/2 si 1 *i 2 + , -L.W t & (&1 ' &2)/2 si 1 *i 2 + , -L.W (jam) (m3/detik) (m3/detik) (m3/detik) (m3/detik) (m3/detik) (m) (m) (jam) m3/detik)(m3/detik) (m3/detik) (m3/detik) (m3/detik) (m) (m) ' 10.00 10.00 #.#5 22.#5 ' 220.00 220.00 2.0 221.0 # #50.00 #20.00 #53.1# 23.1# 10.1 #.#5# 22.#5# # 30.00 210.00 22.52 #2.52 222.1 2.013 221.013 2 20.00 2#5.00 #2.11 3.11 1.1 #.2#1 22.2#1 2 0.00 520.00 3. 13. 21.22 2.25 221.25 3 0.00 30.00 255. 35. #20.# #.3 22.3 3 0.00 0.00 . . 303. 2.53 221.53 35.00 32.50 5.0 1#.5 #.12 #.52 22.52 0.00 0.00 01.#2 1.#2 3. 2.12# 221.12# 5 30.00 32.50 3.0 ##.5 #3. #.0 22.0 5 0.00 0.00 50.5 150.5 2.3 3.230 230.230 320.00 350.00 1#.1 2.1 #. #.00 22.00 00.00 0.00 11#.#3 13#.#3 .1# 3.1 230.1 210.00 305.00 05.33 350.33 #5. #.5 22.5 20.00 0.00 1321.1 #001.1 5#2.# 3. 230. 250.00 20.00 #2#.33 31#.33 #1.3 #.2 22.2 20.00 0.00 150.# #0230.# 53#.3 3.0 230.0 1 2#0.00 230.00 #5.3 3.3 #1. #.0 22.0 1 520.00 50.00 15.5 #0255.5 535.#3 3.5 230.5 #0 #0.00 #10.00 #5.# 3.# #5.23 #.52 22.52 #0 30.00 5.00 10. #0#2. 525.00 3.01 230.01 ## #0.00 #55.00 ##.33 2#.33 #.0 #.0 22.0 ## 30.00 315.00 13.0# #003.0# 505.02 3.# 230.# #2 #20.00 #30.00 050.11 #0.11 #1.31 #.5 22.5 #2 3#0.00 335.00 15#.#5 11.#5 1.3 3.1# 230.1# #3 #00.00 ##0.00 10.5 00.5 #51.1# #.1 22.1 #3 20.00 25.00 13.0# 13#.0# 50.2 3.3 230.3 # 10.00 15.00 #.# 1.# #50.25 #.## 22.## # 230.00 25.00 1#5#.# 131.# #1. 3.#15 230.#15 9WL = 22.2 9WL = 230.5
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Transcript of Jawaban UAS BA
Sheet1Data Waduk :Jenis pelimpah banjir=Overflow (tanpa pilar)Lebar pelimpah=35.00meterNWL=227.00meterKoef. Limpasan=2.10Lengkung kapasitas wadukS = 5.20*EL -1164S = tampungan waduk (juta m3) ; EL = elevasi (m)Data debit banjir inflow (m3/detik)t (jam)01234567891011121314Q1000Th9015028048038538032029025021017014012010090QPMF220360680880880880800720620520430360310260230Karakteristik tampungan waduk :Phi = 1528.2749*EL - 342403.9EL = (Phi + 342403.9)/1528.2749Psi = 1360.614*EL - 304262.77
Q_1000 ThQ_PMFtI(I1 + I2)/2Psi_1Phi_2QHEL.MAWtI(I1 + I2)/2Psi_1Phi_2QHEL.MAW(jam)(m3/detik)(m3/detik)(m3/detik)(m3/detik)(m3/detik)(m)(m)(jam)(m3/detik)(m3/detik)(m3/detik)(m3/detik)(m3/detik)(m)(m)-90.0090.001.145228.145-220.00220.002.077229.0771150.00120.006153.916273.9190.791.151228.1511360.00290.007422.527712.52222.492.093229.0932280.00215.006162.996377.9998.961.219228.2192680.00520.007443.787963.78249.222.257229.2573480.00380.006255.666635.66120.181.388228.3883880.00780.007667.488447.48303.442.573229.5734385.00432.506485.076917.57144.921.572228.5724880.00880.008098.128978.12366.872.921229.9215380.00382.506736.047118.54163.481.704228.7045880.00880.008570.549450.54426.633.230230.2306320.00350.006914.977264.97177.461.800228.8006800.00840.008991.139831.13476.913.479230.4797290.00305.007045.337350.33185.781.856228.8567720.00760.009329.9710089.97512.163.648230.6488250.00270.007121.337391.33189.831.882228.8828620.00670.009560.4110230.41531.633.740230.7409210.00230.007157.837387.83189.481.880228.8809520.00570.009685.4510255.45535.133.756230.75610170.00190.007154.717344.71185.231.852228.85210430.00475.009707.7410182.74525.003.709230.70911140.00155.007116.337271.33178.071.804228.80411360.00395.009643.0110038.01505.023.614230.61412120.00130.007050.997180.99169.391.745228.74512310.00335.009514.159849.15479.343.491230.49113100.00110.006970.577080.57159.911.679228.67913260.00285.009346.019631.01450.243.348230.3481490.0095.006881.166976.16150.251.611228.61114230.00245.009151.819396.81419.683.195230.195HWL =228.882HWL =230.756
Sheet2
Sheet3
