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SIZING PV SYSTEMS FOR SOUTHERN ENGLAND: COMPUTING kWh FROM kWp. (BASED UPON AN INVITED LECTURE DELIVERED AT THE 13TH CONGRESS OF THE INTERNATIONAL FEDERATION OF MUNICIPAL ENGINEERS, JERUSALEM, WHICH USED AN EXAMPLE SET IN THE NEGEV DESERT, ISRAEL).

D FAIMAN, PVISRAEL, INTFEDMUNENG

Proceedings of the Institution of Civil Engineers - Municipal Engineer (1999) 133 (3): 123–126.

https://doi.org/10.1680/imuen.1999.31934

Published: 01 September 1999

... PANELS MEASUREMENT PRODUCTION COMPUTERS SIMULATION CLIMATE OUTPUT RADIATION SUN POWER ELECTRICITY HEAT LIGHT TEMPERATURE COEFFICIENTS KEW KEW GARDENS LONDON SOUTHERN ENGLAND UK ...

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Journal Articles

MANCUNIAN WAY BEARING REPLACEMENTS.

N BAIMAS, J MCCLEAN

Proceedings of the Institution of Civil Engineers - Municipal Engineer (1998) 127 (3): 124–131.

https://doi.org/10.1680/imuen.1998.30988

Published: 01 September 1998

... stages. Coefficient of friction 0·18 0·16 0·14 0·12 0·10 0·08 0·06 0·04 0·02 0 0 MANCUNIAN WAY BEARING REPLACEMENTS Maximum recorded Fig. 13. Testing original bearings at CCL works in Leeds Friction test results on a 10% sample of original bearings Mean recorded Minimum recorded Original design...

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Journal Articles

IMPROVED FLOW THROUGH BRIDGE WATERWAYS BY ENTRANCE ROUNDING

L HAMILL

Proceedings of the Institution of Civil Engineers - Municipal Engineer (1997) 121 (1): 7–21.

https://doi.org/10.1680/imuen.1997.29292

Published: 01 March 1997

... velocity distribution coefficient (dimensionless). Any subscript refers to location of section b width of bridge opening at bed level: m B total width of channel: m Cd coefficient of discharge (dimensionless) F Froude number (dimensionless) 5 g the acceleration due to gravity: m/s2 6 7 8 9 4011 1 2 3 4 H...

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SIZING PV SYSTEMS FOR SOUTHERN ENGLAND: COMPUTING kWh FROM kWp. (BASED UPON AN INVITED LECTURE DELIVERED AT THE 13TH CONGRESS OF THE INTERNATIONAL FEDERATION OF MUNICIPAL ENGINEERS, JERUSALEM, WHICH USED AN EXAMPLE SET IN THE NEGEV DESERT, ISRAEL).

MANCUNIAN WAY BEARING REPLACEMENTS.

IMPROVED FLOW THROUGH BRIDGE WATERWAYS BY ENTRANCE ROUNDING

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