B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and β=indexes. |
B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and β=indexes. |
B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and β=indexes. |
B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and β=indexes. |
B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and β=indexes. |
B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and β=indexes. |
B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and β=indexes. |
B=channel width, m; h=depth of water, m. J=average
stream gradient, ‰; bank-full discharge (Qp);
d=bed sand diameter, mm. b=width of the tributary or
diversion canal, m; and N3=the number of
tributaries or diversion canals. Qc=discharge
capacity, m3/s; the ecological base flow
(Qe); η=water diversion ratio;
Sin=sediment concentration at the entrance
section; k=coefficient; and α and
β=indexes. |