1.Carollo, F.G., Stefano, C.D., Ferro, V. and Pampalone, V. 2016. New stage-discharge equation for the SMBF flume. Journal of Irrigation and Drainage Engineering, 142(5): 1-7.

2.Gerald, R., Ontkean, Lloy and Healy, H. 2015. Impact of non-level operation of a circular flume on discharge measurements. The Canadian Society for Bioengineering, 15(120): 1-10.

3.Ghare, D. and Badar, AM. 2014. Experimental studies on the use of mobile cylinders for measurement of flow through rectangular channels. International Journal of Civil Engineering, 12(4): 1-9.

4.Hager, H. 1988. Mobile Flume For Circular Channel. Journal of Irrigation and Drainage Engineering, 114: 520-534.

5.Hoda, A.M., Khadr, M. and Rashwan, I.M.H. 2017. Mobile flume for inverted semicircular open channel. Mansoura Engineering Journal (MEJ), 42(4): 1-9.

6.Krupavati, K., Satyanarayana, T.V. and Hemakumar, H.V. 2012 (a). Performance testing of semi-circular contraction critical flow flumes for field channels. Journal of Mechanical and Civil Engineering (IOSR), 1(5): 01-07.

7.Krupavathi, K., Satyanarayana, T.V. and Hema Kumar, H.V. 2012 (b). Effect of submergence on flow characteristics and accuracy of measurement in semi-circular contraction critical flow flumes. International Journal of Agricultural Engineering, 5(2): 268-272.

8.Samani, Z. 2017. Three simple flumes for flow measurement in open channels, Journal of Irrigation and Drainage Engineering, 2: 2–5.

9.?ahnaz, T., Firat, C.E. and Ger, A.M. 2008. Use of brink depth in discharge measurement. Journal of Irrigation and Drainage Engineering, 134(1): 89–95.

10.Sterling, M. and Knight, D.W. 2000. The free overfall as a flow measuring device in a circular channel. Water and Maritime Engineering, 148: 235-243.