Fill area between two lines

Hello again.
I made two lines with the arc tool, but how I can fill the area between the two lines red ?
http://s7.directupload.net/images/130830/mbqw2prt.png

Which version of Illustrator are you using?
In case it's a recent one take a look at Live Paint groups and the Shape Builder tool.

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    Pending PR to process (detail report)01-17-13 12:43:19 PM--------------------------------------------------------------------------------------------------------------------------------------------------Req.no. li Re Site Prj Id Act seq Part no Description Qty UOM want rec dt lat ord dt--------------------------------------------------------------------------------------------------------------------------------------------------MAT/250370 | 2| 1|ISCSP | 4977| 100004207| 0104000016|Angle 50 X 50 X 6 IS:2062 Grade |500|kg |30-NOV-2012| 20-nov-2012MAT/250370 | 3| 1|ISCSP | 4977| 100004207| 0105000002|Channel 100 X 50 IS:2062 Grade A | 1000|kg | 30-NOV-2012| 20-nov-2012MAT/250579 | 2| 1|NMDCJ | 6001| 100005580| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 2991|kg | 13-DEC-2012| 03-dec-2012MAT/250606 | 2| |NMDCJ | 6002| 100005860| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 4500|kg | 29-DEC-2012| 19-dec-2012MAT/250607 | |1|NMDCJ|6001|100005580| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 1500|kg | 29-DEC-2012| 19-dec-2012MAT/250194 | 3| 1|NMDCJ | 6002| 100005818| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 3939|kg | 29-DEC-2012| 19-dec-2012MAT/250606 | 4| 1|NMDCJ | 6002| 100005860| 0109020004|TMT Bar 16 mm Fe 415 IS:1786 | 39000|kg | 29-DEC-2012| 19-dec-2012MAT/250607 | 4| 1|NMDCJ | 6001| 100005580| 0109020004|TMT Bar 16 mm Fe 415 IS:1786 | 17500|kg | 29-DEC-2012| 19-dec-2012MAT/250194 | 2| 1|NMDCJ | 6002| 100005818| 0109020004|TMT Bar 16 mm Fe 415 IS:1786 | 12183|kg | 29-DEC-2012| 19-dec-2012MAT/250606 | 6| 1|NMDCJ | 6002| 100005860| 0109020006|TMT Bar 25 mm Fe 415 IS:1786 | 9500|kg | 29-DEC-2012| 19-dec-2012MAT/250607 | 6| 1|NMDCJ | 6001| 100005580| 0109020006|TMT Bar 25 mm Fe 415 IS:1786 | 4500|kg | 29-DEC-2012| 19-dec-2012MAT/250194 | 6| 1|NMDCJ | 6002| 100005818| 0109020006|TMT Bar 25 mm Fe 415 IS:1786 | 17500|kg | 29-DEC-2012| 19-dec-2012MAT/250607 | 7| 1|NMDCJ | 6001| 100005580| 0109020008|TMT Bar 32 mm Fe 415 IS:1786 | 22000|kg | 29-DEC-2012| 19-dec-2012MAT/250194 | 7| 1|NMDCJ | 6002| 100005818| 0109020008|TMT Bar 32 mm Fe 415 IS:1786 | 27060|kg | 29-DEC-2012| 19-dec-2012MAT/251138 | 1| 1|NMDCJ | 6002| 100005825| 3501000001|Cement 50 kg | 1|pkt | 25-DEC-2013| 14-dec-2013--------------------------------------------------------------------------------------------------------------------------------------------------
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    Pending PR to process (detail report)
    01-17-13 12:43:19 PM
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    MAT/250370 | 2| 1|ISCSP | 4977| 100004207| 0104000016|Angle 50 X 50 X 6 IS:2062 Grade | 5500|kg | 30-NOV-2012| 20-nov-2012
    MAT/250370 | 3| 1|ISCSP | 4977| 100004207| 0105000002|Channel 100 X 50 IS:2062 Grade A | 1000|kg | 30-NOV-2012| 20-nov-2012
    MAT/250579 | 2| 1|NMDCJ | 6001| 100005580| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 2991|kg | 13-DEC-2012| 03-dec-2012
    MAT/250606 | 2| 1|NMDCJ | 6002| 100005860| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 4500|kg | 29-DEC-2012| 19-dec-2012
    MAT/250607 | 2| 1|NMDCJ | 6001| 100005580| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 1500|kg | 29-DEC-2012| 19-dec-2012
    MAT/250194 | 3| 1|NMDCJ | 6002| 100005818| 0109020002|TMT Bar 10 mm Fe 415 IS:1786 | 3939|kg | 29-DEC-2012| 19-dec-2012
    MAT/250606 | 4| 1|NMDCJ | 6002| 100005860| 0109020004|TMT Bar 16 mm Fe 415 IS:1786 | 39000|kg | 29-DEC-2012| 19-dec-2012
    MAT/250607 | 4| 1|NMDCJ | 6001| 100005580| 0109020004|TMT Bar 16 mm Fe 415 IS:1786 | 17500|kg | 29-DEC-2012| 19-dec-2012
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    MAT/250606 | 6| 1|NMDCJ | 6002| 100005860| 0109020006|TMT Bar 25 mm Fe 415 IS:1786 | 9500|kg | 29-DEC-2012| 19-dec-2012
    MAT/250607 | 6| 1|NMDCJ | 6001| 100005580| 0109020006|TMT Bar 25 mm Fe 415 IS:1786 | 4500|kg | 29-DEC-2012| 19-dec-2012
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    MAT/250194 | 7| 1|NMDCJ | 6002| 100005818| 0109020008|TMT Bar 32 mm Fe 415 IS:1786 | 27060|kg | 29-DEC-2012| 19-dec-2012
    MAT/251138 | 1| 1|NMDCJ | 6002| 100005825| 3501000001|Cement 50 kg | 1 |pkt | 25-DEC-2013| 14-dec-2013
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    Knowledge is the only thing that I can give you, and still retain, and we are both better off for it.

    Here's a working example:
    DECLARE @wpi_icl TABLE (date DATE, gross_total_return FLOAT, description1 VARCHAR(100), description2 VARCHAR(100))
    INSERT INTO @wpi_icl (date, gross_total_return, description1, description2)
    VALUES
    ('2008-09-29', 100.0, 'Broad Market Index United States Property (US Dollar)', 'S&P United States Property Residential (US Dollar)'),
    ('2008-10-01', 200.0, 'Broad Market Index United States Property (US Dollar)', 'S&P United States Property Residential (US Dollar)')
    SELECT date, gross_total_return,
    CASE WHEN date BETWEEN '1900-01-01' AND '2008-09-30' THEN description1
    ELSE description2
    END AS description
    FROM @wpi_icl
    From the code you posted, it seems you're unsure of the syntax of CASEs.
    There are two ways to use a case. The first is the example above. You enclose the conditions between CASE and END.
    Each condition has its own WHEN with a clause that evaluates to true or false. This clause can be made up of as many conditions as you like. After the clause comes a THEN. This is essentially what you want to happen if the clause returns true. WHEN/THEN is
    synonymous with IF/THEN in this instance.
    Including an ELSE is optional, but, be aware if you do not, and none of your WHEN clauses evaluate to true, you will have a NULL returned.
    CASE
    WHEN theseDriods = theDriodsWereLookingFor THEN callVader
    WHEN theseDriods <> theDriodsWereLookingFor THEN moveAlong
    ELSE goHomeAndRethinkLife
    END
    The other (less common) option operates like a SWITCH in some other languages. Its still surrounded by CASE and END but this time, the when just contains a value to be compared to the value at the start of the case:
    CASE 16
    WHEN 15 THEN 'too low'
    WHEN 16 THEN 'just right'
    WHEN 17 THEN 'too high'
    END
    Hope this helps.

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