KOLEJ UNIVERSITI TEKNOLOGI TUN HUSSEIN ONN PEPERIKSAAN AKHIR SEMESTER I SESI 2004/2005

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1 2. KOLEJ UNIVERSITI TEKNOLOGI TUN HUSSEIN ONN PEPERIKSAAN AKHIR SEMESTER I SESI 2004/2005 NAMA MAT APELAJARAN ffidrologi KOD MAT APELAJARAN DKA 2042 KURSUS 2DKA T ARIKH PEPERIKSAAN OKTOBER 2004 JANGKA MASA 2 1/2 JAM ARAHAN 1. JAWAB EMPAT(4) SOALAN SAHAJA, DUA (2) SOALAN DARIPADABAHAGIAN A DAN DUA (2) SOALAN DARIP ADA BAHAGIAN B. JAW AB BAHAGIAN A DAN B DALAM BUKU JAWAPANYANG BERASINGAN. KERTAS SOALAN INI MENGANDUNGI MUKA SURA T

2 BAHAGIAN A 81 (i) Nyatakan lima (5) jenis perigukuran dad sebutkan nama alai yang digunakan dalam pengukuran data meterologi (5 markah) Terangkan dengan gambarajah proses pembentukan hujan orografi. (5 markah) Tentukan isipadu yang dapat dipenuhi oleh 15.0 g oksigen pada suhu clan tekanan piawai. Diberi jisim atom relatif bagi oksigen adalah 16 g/mol. (5 markah) Curahan yang turun ke atas sebuah lembangan ditunjukkan dalam Jadual SI. Daripada data yang diberikan kirakan: a) Hujan kumulatif b) Kelebatan hujan (crn/jam) 82 (i) Terangkan dengan gambarajah bagi taburan hujan berikut: a) Taburan hujan dwimod b) Taburan hujan seragam (3 markah) Terang dengan ringkas empat (4) keadaan yang perlu dikenalpasti sebelum membina sebuah stesen cuaca. (4 markah) 2

3 Data bagi keluasan isohyet diberikan dalam Jadual 82. Kira purata hujan bagi kawasan berikut menggunakan kaedah isohyet (6 markah) Huraikan secara ringkas pengukuran aras air dengan menggunakan kaedah tolok pancang, siri-siri tolok pancang dan jenis mencatat atau automatik. (6 markah) (d) Sebuah lembangan sungai yang luasnya 1500 km2 menerima hujan purata tahunan sebanyak 1100 mm/tahun. Kadar alir purata tahunan bagi sungai yang mengalir di lembangan tersebut adalah 25 m3 Is. Kira penyejatpeluhan (ET) tahunan kawasan tersebut. (6 markah) 83 Terangkan istilah-istilah berikut beserta lakarannya dalam sistem kitaran hidrologi. (i) Curahan Pintasan (iii) Resapan (iv) Larian permukaan (v) Air bawah tanah (10 markah) Nyatakan persamaan yang digunakan bagi keseimbangan air dalam jangka masa pendek. (2 markah) Bilakah kaedah kimia digunakan dalam pengukuran kadar alir sungai? (3 markah) 3

4 (d) (e) Bagaimanakah pengukuran kadar alir sungai menggunakan kaedah halaju luas dilakukan? (5 markah) Satu pengukuran sungai menghasijkan Q = 2060 m3/s. Pengukuran mengambil masa 2 jam bijamana bacaan tolok susut O. J 2 m. Cernn permukaan sungai pada masa itu ialah 5 cm dalam 400 m dad keratan rentas sungai di tapak iajah 75 m lebar dad 4 m dajam. (i) (iii) Kira kadar alir laras Kira nilai n Manning bagi sungai ini Nyatakan tentang keadaan sungai ini berdasarkan kepada jawapanjawapan di atas. (5 markah) 4

5 BAHAGIANB 84 Berikan definisi istilah-istilah berikut: (i) (iii) (iv) Penyejatan Perpeluhan Sejat-peluhan Penyusupan ( 4 markah Nyatakan alat yang digunakan untuk mengukur penyejatan di lapangan. Terangkan dari segi dimensinya dad juga bagaimana kaedah pengukuran penyejatan dilakukan. 6 markah ) (c) (d) Terangkan faktor-faktor yang mempengaruhi penyejatan dan penyusupan. ( 8 markah ) Sebuah tasik berkeluasan permukaan purata 400 ha, berlaku susut paras air sebanyak 50 mm dalam tempoh 30 hari. Dalam tempoh yang sarna hujan turun sebanyak 100 mm. Aliran masuk dad aliran keluar daripada takungan masing-masing sebanyak 0.3 m3/s dad 0.15 m3/s. Kehilangan resapan ialah 0.3 mm/hari. Dengan menggunakan kaedah pertimbangan air (water budget), kira kadar penyejatan takungan air dalam unit mm per hari ( 7 markah ) 85 Terangkan istilah-istilah berikut: (i) (iii) (iv) Hujan lebihan (ER) Hidrografhujan lebihan (ERH) Hidrograph air larian terus (DRH) Aliran dasar ( 4 markah ) Satu hidrograf aliran sungai yang telah dicatat di tempat aliran keluar satu kawasan saliran 9500 km2 seperti ditunjukkan dalam Jadual S5. Kirakan aliran dasar bagi sungai tersebut dengan menggunakan kaedah garisan ufuk clan kaedah dasar tetap. ( 8 markah ) 5

6 (c) Dengan bantuan gambarajah yang jelas, terbitkan persamaan ukurdalam air bumi bagi dua telaga cerapan menggunakan Hukum Darcy. Tunjukkan penyelesaian untuk akuifer terkurung. Nyatakan anggapan anda dalam persamaan tersebut. (13 markah) 86. Jadual S6 menunjukkan hidrografbanjir aliran masuk clan keluar yang dicerap untuk sebuah sungai. Ambil fj. T sebagai 12 jam melalui beberapa percubaan x = 0.2, 0.25 clan 0.3. Terbitkan pema.lar-pema.lar Muskingum k clan x bagi sungai tersebut. (25 markah) 6

7 SEcnON A Ql (i) State five (5) types of measuring and measuring equipment to obtain meterology data. (5 marks) Explain briefly the process of orographic precipitation (5 marks) Determine the volume of 15.0 g oxygen at a standard temperature and pressure. The atomic weight of oxygen is 16 g/mol. (5 marks) The precipitation of a watershed is shown in Table Q I. From the data given, calculate: a) Cumulative precipitation b) Precipitation intensity (cm/hour) Q2 (i) Explain the distribution of rainfall by using: a) Dimod rainfall distribution b) Random rainfall distribution (3 marks) Describe briefly four (4) situation that need to be considered before develop a weather station. (4 marks) 7

8 (b) Table Q2 shows data for isohyetal pattern. Determine the average precipitation within the basin by using isohyetal pattern (6 marks) ( c) (d) Describe briefly measuring water label by using gauge picket, series of gauge picket and automatic gauge. (6 marks) The area of a catchment is 1500 km2. The average rainfall amount is to be 1100 mrn/year. The flow rate of that river is 25 m3/s. Calculate evapotranpiration (ET) for that area. Q3 ExpJain the fo]]owing term and sketch in hydrologic cycle. (i) Rainfa]] Interception (iii) InfiJtration (iv) Runoff (v) Ground water (10 marks) (b) State the similarity of water balance in short term. (2 marks) ( c) When chemical method will be used in flow rate measurement. (3 marks) d) How to measure the flow rate of a river with area velocity method. (5 marks) R

9 (e) The flow rate of a river is Q = 2060 m3/s. The measurement was taken in 2 hours as the gauge decrease to 0.12 m. The slope of that river at that time is 5 cm in 400 m. The cross section of that river is 75 m width and 4 m depth. (i) (iii) Calculate the barrel flow rate Calculate the Manning value (n) State the situation of that river base on previous answer 0

10 SECTION B Give definitions for the following term: (i) Evaporation Transpiration (iii) Evapotranspiration (iv) Infiltration (4 marks) (b) State that equipment that will be used to measure evaporation. Explain in term of dimension and how the measurement was taken. (6 marks) ( c) Explain the factors affecting the rate of evaporation and transpiration (8 marks) (d) A lake with an average surface area of 400 ha experiences a water level drop of 50 mm in a period of 30 days. The rainfall during the same period was 100 mm. Inflow and outflow from the reservoir were 0.3 m3/s and 0.15 m3/s respectively. The seepage loss is 0.3 mrn/day. Using the water budget method, estimate the evaporation rate from the reservoir in mm per day. (7marks) Explain the following term: (i) Excess rainfall (ER) Excess rainfall hyetograph (ERH) (iii) Direct runoffhydrograph (DRH) (iv) Base flow (4 marks) (b) One hydro graph river flow, show that in out flow watershed area 9500 krn2 in Table Q5. Calculate the river base flow within horizon line and equable base method. (8 marks) 10

11 (c) Using Darcy Law, derive an equation for a groundwater flow in 2 well with clearly sketch. Show the derivation for unconfined aquifer. Also discuss about your assumptions in this derivation. (13 marks) Q6. The Table Q6 below give inflow and outflow hydrographs on the Kluang River. Use ~ T as 12 hours and use x = 0.2, 0.25 and 0.3 as a trial value. Determine Muskingum value, k and x for the river reach. (25 marks)

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