Cec 102 Practical - Introductory Hydrology

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UNESCO-NIGERIA TECHNICAL & VOCATIONAL EDUCATION REVITALISATION PROJECT-PHASE II YEAR I- SE MESTER I. NATIONAL DIPLOMA IN CIVIL ENGINEERING TECHNOLOGY INTRODUCTORY HYDROLOGY COURSE CODE: CEC102

Transcript of Cec 102 Practical - Introductory Hydrology

  • UNESCO-NIGERIA TECHNICAL & VOCATIONAL

    EDUCATION REVITALISATION PROJECT-PHASE II

    YEAR I- SE MESTER I.

    NATIONAL DIPLOMA IN

    CIVIL ENGINEERING TECHNOLOGY

    INTRODUCTORY HYDROLOGY COURSE CODE: CEC102

  • TABLE OF CONTENT

    WEEK ONE: Measurement of discharge

    WEEK TWO: Continuation of measurement of discharge. Results

    were obtained

    WEEK THREE; Metrological instruments were introduced to the

    students in the laboratory

    WEEK FOUR: Infiltration measurement in the laboratory

    WEEK FIVE: Observation of the flow of run-off in open drain and

    assessment of run-off relation with drain capacity

    WEEK SIX: Field observation of clouds and recording of beginning

    and ending of rainfall

    WEEK SEVEN; Visit to old Kaduna airport to see weather forecast

    equipments.

    WEEK EIGHT; Visit to Kaduna International Airport to see new

    weather forecast equipment

    WEEK NINE: Measurement of pressure using U-tube manometer in

    Chemical engineering laboratory

  • WEEK TEN: Visit to weather station at the National Water

    Resources Institute, Mando Kaduna

    WEEK ELEVEN: Another visit to old Kaduna Airport for

    immediate measurement of rainfall using rain gauge.

    WEEK TWELVE: Visit to a site of construction of rectangular open

    drainage

    WEEK THIRTEEN: Visit to another site for the construction of

    trapezoidal shape open drain

    WEEK FOURTEEN: Visit to Kaduna Water Board Headquarters to

    see how hydrological data are kept and use.

    WEEK FIETEEN: Visit to a bridge along Kaduna- Zaria road for

    stage measurement

  • PRACTICALS

    WEEK ONE

    TITLE: MEAUREMENT OF DISCHARGE

    AIM: To introduce the students to the apparatus and how to measure the discharge

    in a channel and pipe.

    APPARATUS

    1. Stop watch

    2. Shovel

    3. Pegs

    4. Measuring tape

    5. Ruler

    6. Venturimeter

    THEORY

    In order to measure the rate of flow (discharge) in the laboratory, a venturimeter is

    used. But there are other methods that are used in the field, in order to measure the

    discharge. Among the methods are the following:

    1. Area-velocity method

    2. Slope-area method 4

  • 3. Salt-concentration (or trace) method

    4. Moving boat method

    5. Indirect method

    6. Electromagnetic method and ultra-sonic method

    The theory of pipe flow is that the flow that enters the pipe must be the same with

    what will leave the pipe provided there is no leakage. Using the discharge equation

    for pipe flow, we have:

    Q = A x V

    Where Q is the discharge

    A is the area

    V is the velocity

    In considering the continuous flow nature of water flow in a pipe, continuity

    equation is applied as follows:

    Q = A1V1 = A2V2

    PROCEDURE

    1. Initially the channel section where the experiment will be conducted was

    identified.

    2. The length of the channel was measured and divided into segments of various

    lengths. 5

  • 3. The length was measured to be 12 m and it was divided into four segments of 3

    m each.

    4. All the things that will bring obstacles were removed to prevent obstructions.

    5. The width, height of channel as well as depth was measured.

    6. The class was divide into various groups.

    7. Two floating bodies were dropped at a known point and the time is noted. By

    the time the floats reach the end point, another time is also recorded.

    Due to time factor, the students stopped here for this week.

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  • Wind

    Evaporation from

    Falling Rain

    Solar

    Radiation Falling Rain Falling Rain

    Transpiration

    Run-Off

    Evaporation

    Sea Lake Storage Percolation

    Infiltration

    Stream Flow Ground H2O

    Fig 1.1 Hydrological Cycle Diagram

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    Clouds

  • 1.4 Hydrology as applied in engineering

    To the practicing engineer concerned with the planning and building of hydraulic

    structures, hydrology is an indispensable tool. For example, a community or city is

    rapidly increasing in population, and there is need to expand the existing water supply.

    The engineer first looks for sources of supply, having perhaps found a clear uninhabited

    mountain catchment area, he must make an estimate of its capability of supplying water.

    How much rain will fall on it? How long will dry periods be and what amount of storage

    will be necessary to even out the flow? Would a surface storage scheme be better than

    abstraction of the groundwater flow from wells nearer the city?

    The questions do not stop there. If a dam is to be built, what capacity must the spillway

    have? What diameter should the supply pipelines be? Would afforestation of the

    catchment area be beneficial to the scheme or not?

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  • PRACTICALS

    WEEK TWO

    The practical continued from where we stopped last week

    RESULTS

    Position Time

    t1(sec)

    Time t2

    (sec)

    Depth of

    flow

    (mm)

    Distance

    (m)

    Width of

    channel

    (m)

    Depth of

    channel

    Example of a case of a rectangular section channel that has the following at position

    1:

    Length = 0.019 m

    Breadth = 0.73 m

    Average velocity = 0.2143 + 0.2143 = 0.2143 m / sec

    2

    Area of the channel = Length x Breadth

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  • = 0.019 x 0.73 = 0.013 m2

    Discharge = A x V

    Q = A x V

    Q = 0.0139 x 0.1243 = 2.979 x 10-3 m3 / sec.

    In the case of flow in pipe, after demonstration in a transparent pipe model, the

    students were given the value of pipe diameter and velocity and are asked to

    calculate the discharge as follows:

    The diameter of the pipe = 0.15 m

    The velocity of flow = 1.5 m / sec

    Therefore, the discharge is given as: Q = A x V

    Q = x d2 x V 4

    = (0.15)2 x 1.5 = 0.027 m3/ sec 4

    Therefore Q = 0.027 m3/ sec

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  • PRACTICAL

    WEEK THREE

    The students were taken to a laboratory in the department of

    Agricultural engineering, where metrological instruments are kept.

    TITLE: INTRODUCTION TO METREOLOGICAL INSTRUMENTS

    AIM OF THE PRACTICAL

    1. To know more about metrological station.

    2. To know how to measure rainfall using rain gauge.

    3. To know how to measure evaporation using evaporation dish.

    4. To know how to measure temperature with wet bulb and dry bulb thermometer.

    5. To know how to measure humidity using hygrometer

    6. To know how to measure wind using wind vane

    7. To know how to measure wind speed using anemometer

    8. To understand how to measure precipitation using rain-o-meter.

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  • APPARATUS

    1. A Stevenson screen

    2. Wet bulb thermometer

    3. Dry bulb thermometer

    4. Rain-o-meter

    5. Evaporation pan

    6. Rain gauge

    7. Wind vane

    8. Wind anemometer

    9. Measuring cylinder

    Students were ask to draw rain gauge, thermometer and evaporation pan

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  • PRACTICAL

    WEEK FOUR

    The students were taken to the laboratory to measure infiltration

    TITLE: Measurement of infiltration

    AIM: To see the instrument and measure infiltration

    APPARATUS

    1. Double Ring infiltrometer

    2. Flat bar

    3. Bucket

    4. Stop watch

    5. Hammer

    6. Scriber

    7. Beaker

    PROCEDURE

    The site for locating the internal and external ring of the infiltrometer is first

    identified. Then the rings are sunk into the soil. Bucket was used to fetch water and

    it was poured into the inner and outer ring at the same time. The stop watch is used

    to record the time. After one hour, the reading is taken and after each five minutes

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  • interval reading is taken. Steel ruler is used to measure and takes reading in order to

    know the depth of infiltration. The exercise continues for two hours, the time we

    observed the water is saturated.

    TABLE

    Elapse time

    (cm)

    Distance of

    water

    surface

    from

    reference

    point

    (before

    filling)

    Distance of

    water

    surface

    from

    reference

    point (after

    filling)

    Depth (cm) Average

    infiltration

    Accumulated

    infiltration

    The students were given assignment to calculate the infiltration rate at each depth in

    cm / hr.

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  • PRACTICAL

    WEEK FIVE

    Students were divided into three groups. Each group was given a site where an open

    drain is located. They were asked to go and observe the flow of run-off into the

    drain.

    AIM: The aim is to observe run-off flow and assess its relationship with the

    capacity of the drain.

    The students were given assignment to measure the depth and width of each drain

    before the rainfall. Then during the flow of the run-off water, they should record the

    height of the water. They should find out whether the capacity of the drain is

    sufficient for the flowing run-off water in the area?

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  • PRACTICAL

    WEEK SIX

    The students were asked to observe the cloud outside the department as the clouds

    are formed prior to rainfall. They were asked to record the time the rain started to

    fall and the time it stopped

    AIM: By the time the students observe the clouds on the sky by themselves, they

    will appreciate the difference of clouds.

    . At the end, they were given an assignment to draw and explain the type of clouds

    they have observed and the duration of the rainfall.

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  • PRACTICAL

    WEEK SEVEN

    This week the students visit the Kaduna old airport in order to see the instruments they

    are using in their weather forecast. They were conducted round the airport where they

    were shown different kinds of instruments.

    AIM: The aim is for the students to see different types of instruments

    After the visit, the students were asked to write a report on all the instruments they have

    seen and what they are used for.

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  • PRACTICAL

    WEEK EIGHT

    This week the visit took us to Kaduna International airport. The students were taken

    round to see the equipments used for weather forecast at the airport.

    AIM: The aim of the visit is to compare between the equipments that are in the old

    airport and the ones in the new airport.

    After the visit, the students were told to draw and explained the types of equipments they

    saw. Also, they should compare what they saw at the old airport with what they met at

    the new airport.

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  • PRACTICAL

    WEEK NINE

    The students were taken to chemical engineering laboratory where they were shown

    a U-tube manometer and they used it in the laboratory to measure pressure

    AIM: To see the measurement instruments that are used in the laboratory.

    At the end of the exercise, the students were given the values of density of water

    and mercury, and they were asked to calculate the density at position A, i.e. PA

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  • PRACTICAL

    WEEK TEN

    This week the students visited the weather station of the National Water

    Resources Institute, Mando Kaduna.

    AIM: The aim is to see variety of equipments

    The students got the opportunity to see a fully equipped Stevenson

    screen. Therefore after the visit, they were asked to fully describe what

    a typical Stevenson screen contained

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  • PRACTICAL

    WEEK ELEVEN

    This week the students went back to Kaduna old airport as it is just about to rain.

    AIM: The aim of the visit is to enable the students to observe and record rainfall

    using a rain gauge

    The students were able to observe the rainfall recording and after the rainfall, they

    opened the rain gauge and observe the level of water recorded in it.

    The students were asked to write a report on the whole exercise..

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  • PRACTICAL

    WEEK TWELVE

    The visit this week took us to a site in Kduna township where construction of open drain

    is in progress.

    AIM: The aim of the visit is to show the students how an open drain is constructed. This

    will give the students the idea how run-off water is collected and discharged into a bigger

    drain for final discharge to Kaduna River.

    At the site the students visited, it is a rectangular open drain that is constructed.

    Therefore, the students were asked to measure the depth, length and breadth of the drain.

    They were given assignment to draw the section of the drain and given a velocity they

    were asked to calculate the amount of water (discharge) the drain is expected to carry.

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  • PRACTICAL

    WEEK THIRTEEN

    This week the visit continues with site visit. The students visited another site

    where an open drain is being constructed.

    AIM: The aim of the visit is to see another site where an open drain of trapezoidal

    cross-section is under construction.

    The students were again given a velocity of flow and were asked to take the

    dimensions of the trapezoidal drain in order to get its area. They were expected to

    submit a report on the visit and to calculate the capacity of the drain.

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  • PRACTICAL

    WEEK FOURTEEN

    The practical for this week took the students to Kaduna State Water

    Board Headquarters.

    AIM; The aim of the visit is to show the students the importance of hydrological

    data.

    At the data office of water board, the students were shown data that was

    stored for many years. In order to show them example, they were given

    the average values of rainfall duration and depth for the month of May

    (2007) for some areas within Kaduna metropolis..

    After the visit, the students were told to calculate the intensity of

    rainfall for Kaduna using the data they got from water board.

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  • PRACTICAL

    WEEK FIFTEEN

    This week the students visited a bridge over a river along Kaduna-Zaria road.

    AIM: The aim of the visit is to show the students how stage readings are taken in a river.

    Even though, the time of the visit was not during raining season but the students

    were shown the staff that is normally fixed to one of the pillars of the bridge which

    is used to measure the level of water in the river.

    After the visit, the students were asked to draw the staff and record the level of

    water that was found at the time of the visit.

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    CoverTable of ContentsWEEK ONEWEEK TWOWEEK THREEWEEK FOURWEEK FIVEWEEK SIXWEEK SEVENWEEK EIGHTWEEK NINEWEEK TENWEEK ELEVENWEEK TWELVEWEEK THIRTEENWEEK FOURTEENWEEK FIFTEENReturn to Table