Open channel flow is the natural phenomenon that research by hydraulic engineer. Roughness of thechannel is the drag factor of the flow and the value depend on the roughness caracteristics. Chezy coefficient is the coefficient of flow equation determining velocity at the channel. The value of the chezy coefficient is depend of flow caracteristics and roughness of the channel. Research target conducted to learn the value of the chezy coefficient and drag coefficient at the open channel flow with the cylindrical roughness and determine the parameter having an effect on and also relation usher the parameter. The result of cylindrical will be application to the flow with the resistance grow on mangrove. This research used 6 vertical bar model by 6 variation of density to 2 vertical bar diameter. Simulation model the vertical bar conducted by 4 variation of discharge the stream range from 0,00825 until 0,01374 m3/s and 5 variation of stream deepness by turning around back door ( tail gate). Scale model 1 : 10 used to support the measurement correctness beside consideration of equipments limitation. Research data analysis use the way of comparison between theoretical with the research to yield the relation of non dimensionaless. Result of this research indicate that ever greater of density, depth flow and diameter of cylindrical hence yielded chezy coefficient smaller that mean drag flow is greater. Chezy coefficient yielded range 3,82 – 10,579 m1/2/s with the density range 0,498 – 6,883 while drag coefficient value result of average 0,95. Average velocity for cylindrical roughness can be determine with the equation of Chezy
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